The URL can be used to link to this page

Resolution 2003-18 svi�i"��Ya�Resolution for Maintenance of Ends �@�IYIE'Jlt Streets and Highways by Municipality of Tra Under the Illinois Highway Code SAC.p3-ooao4 - ©G .-Cyn� BE IT RESOLVED, by the Mayor and City Counci of the (Council or President and Board of Trustees) United City of Yorkville , Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $55,805.00 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from January 1, 2003 to December 31, 2004 BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above. BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above, submit to the Department of Transportation, on forms furnished by said Department , a certified statement showing expenditures from and balances remaining in the,account(s)for this period; and BE IT FURTHER RESOLVED,that the Clerk shall immediately transmit two certified copies of this resolution to the district office of the Department of Transportation, at Ottawa , Illinois. I, `�� Q�.��1�1 Clerk in and for the \' (City,Town or Village) Count y of K��pA` hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the �'�� C �� at a meeting on (Council or reside and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this � day of (SEAL) -{ Clerk (City,Town or Village) APPROVED Date Department of Transportation ur►O 0 kAk 2=Le' Dist&Engineer L� BLR 4123(Rev.6/2000) ftpis Depa'hYmmt SvP p(a Me-14Tat_ Municipal Estimate of Of Transportation Maintenance Costs SQL' •!y3— P 0U190- CEO—�f� Period from 05/01/2003 to 04/30/2004 Municipality United City of Yorkville Estimated Cost of Maintenance Operations Material. Eauioment or Labor Maintenance Operation Quantity Unit Operation (No.-Description-Total Quantity) Item and Specification and Unit Cost Cost Cost 1. Bituminus Patchina Bituminus Cold Patching 85 ton 73.00 6205.00 Class I Surface Course 100 ton 36.00 3600.00 9,805.00 2. Signs and Posts Various Street Signs 150 45.00 6750.00 Sign Posts 150 15.00 2250.00 9000.00 3. Snow Removal Bulk Rock Salt see note 1000 ton 36.00 36000.00 Liquid Calcium Chloride 1000 gal 1.00 1000.00 37,000.00 NOTE: bulk rock salt purchase through Kendall County Highway Department. u Total Estimated Maintenance Cost v�. ' " 'ih $55,805.00 Submitted �- Approved 3 By 4 0 —p.> �. Municipal Official Title District Enbineer Submit Four(4) Copies to District Engineer BLR 8202(Rev.7/011 RECURRING SPECIAL PROVISIONS The following RECURRING SPECIAL PROVISIONS indicated by an "X" are applicable to this contract and are included by reference: CHECK SHEET# PAGE NO. 1 State Required Contract Provisions All Federal-aid Construction Contracts (Eff.2-1-69)(Rev. 10-1-83)......................................................................... 31 2 Subletting of Contracts(Federal-aid Contracts)(Eff. 1-1-88)(Rev. 5-1-93)......... 33 3 EEO(Eff. 7-21-78)(Rev. 11-18-80)..................................................................... 34 4 Specific Equal Employment Opportunity Responsibilities NonFederal-aid Contracts(Eff. 3-20-69)(Rev. 1-1-94)................................ 45 5 Required Provisions-State Contracts(Eff.4-1-65)(Rev.4-1-93)....................... 51 6 R.R. Protective Liability Form (Eff. 6-10-58)(Rev. 9-29-67)................................. 56 7 Asphalt Quantities and Cost Reviews (Eff.7-1-88).............................................. 72 8 National Pollutant Discharge Elimination System Permit (Eff. 7-1-94)(Rev. 1-1-03)........................................................................... 73 9 Haul Road Stream Crossings,Other Temporary Stream Crossings and In-Stream Work Pads(Eff. 1-2-92)(Rev. 1-1-98)......................................... 74 10 Construction Layout Stakes Except for Bridges(Eff: 1-1-99)(Rev. 1-1-02)......... 75 11 Construction Layout Stakes(Eff. 5-1-93)(Rev. 1-1-02)....................................... 78 12 Use of Geotextile Fabric for Railroad Crossing(Eff. 1-1-95)(Rev. 1-1-97).......... 81 13 Asphaltic Emulsion Slurry Seal and Fibrated Asphaltic Emulsion Slurry Seal (Eff. 8-1-89)(Rev.2-1-97)........................................................................... 83 14 Bituminous Surface Treatments Half-Smart(Eff.7-1-93)(Rev. 1-1-97)............... 89 15 Quality Control/Quality Assurance of Bituminous Concrete Mixtures (Eff. 1-1-00)(Rev. 1-1-02)........................................................................... 95 16 Subsealing of Concrete Pavements(Eff. 11-1-84)(Rev.2-1-95)......................... 114 17 Bituminous Surface Removal(Cold Milling)(Eff. 11-1-87)(Rev. 10-15-97)......... 118 18 Resurfacing of Milled Surfaces(Eff. 10-1-95)...................................................... 120 19 PCC Partial Depth Bituminous Patching(Eff. 1-1-98).......................................... 121 20 Patching with Bituminous Overlay Removal(Eff. 10-1-95)(Rev. 7-1-99)............. 123 21 Reserved ........................................................................................................... 125 22 Protective Shield System (Eff.4-1-95)(Rev. 1-1-03)........................................... 126 23 Polymer Concrete(Eff. 8-1-95)(Rev.1-1-03)....................................................... 128 24 Controlled Low-Strength Material(CLSM)(Eff. 1-1-90)(Rev. 1-1-00).................. 130 25 Pipe Underdrains(Eff. 9-9-87)(Rev. 1-1-98)....................................................... 135 26 Guardrail and Barrier Wall Delineation(Eff. 12-15-93)(Rev. 1-1-97)................... 136 27 Bicycle Racks(Eff.4-1-94)(Rev. 1-1-97)............................................................ 141 28 Give em a Brake Sign (Eff. 8-1-89)(Rev. 8-1-91)................................................ 143 29 Portable Changeable Message Signs(Eff. 11-1-93)(Rev.2-1-96)...................... 144 30 Reserved ........................................................................................................... 145 31 Night Time Inspection of Roadway Lighting(Eff.5-1-96)..................................... 146 32 Reserved ........................................................................................................... 147 33 English Substitution of Metric Bolts(Eff. 7-1-96).................................................. 148 34 English Substitution of Metric Reinforcement Bars(Eff.4-1-96)(Rev. 1-1-03) 149 35 Polymer Modified Emulsified Asphalt(Eff.5-15-89)............................................. 151 36 Corrosion Inhibitor(Eff.3-1-80)(Rev. 7-1-99)..................................................... 153 37 Quality Control of Concrete Mixtures at the Plant-Single A (Eff. 8-1-00)(Rev. 11-1-01)......................................................................... 154 38 Quality Control of Concrete Mixtures at the Plant-Double A (Eff. 8-1-00)(Rev. 11-1-01)......................................................................... 160 39 Quality Control/Quality Assurance of Concrete Mixtures (Eff.4-1-92)(Rev: f-1-02)........................................................................... 168 iii CHECK SHEET# PAGE NO. 40 Traffic Bamer Terminal Type 1 Special Eff.8-1-94 Rev. 1-1-03 182 41 Traffic Barrier Terminal Type 3,Special(Eff. 8-1-94)(Rev. 1-1-03)....................... 183 42 Segregation Control of Bituminous Concrete(Eff. 7-15-97)................................... 184 43 Superpave Bituminous Concrete Mixtures(Eff. 1-1-00)(Rev. 1-1-03)................... 187 iv Illinois Department of goo'%nSpOt'tahOn Special Provisions The following Special Provisions supplement the"Standard Specifications for Road and Bridge Construction", Adopted January 1, 2003 , the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of 03-00000-00-GM , and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. Aggregate Surface Couse Aggregate Surface Course, CA-7 and CA-10 shall be the material used for street repair work performed by the City. Premix Patching Material (Hot Mix) The Patching material shall comply with the Specifications for Bituminous Class I Plant Mix conforming to section 406 of the Standard Specifications, or equal, subjectr the approval of the Engineer. Premix Patching Material (cold Mix)- Furnish Only This item is for furnishing premix material (cold mix) for streets F.O.B. City trucks at source. The basis of payment will be the contract unit price per ton for premix patching material (cold mix) shich price shall include fumishing, loading and weighing in trucks furnished by the City at the plant in quantities required. - 1 - BLR 5709(Rev.4/02) LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS Table of Contents CHECK SHEET# PAGE NO. LRS1 Cooperation With Utilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 194 LRS2 Furnished Excavation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 196 LRS3 Construction Zone Traffic Control. . . . . . . . . . . . . . . . . . . . . . . . . 197 LRS4 Flaggers In Work Zones. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 198 LRS5 Construction And Maintenance Signs. . . . . . . . . . . . . . . . . . . . .. . 199 LRS6 Bidding Requirements And Conditions For Contract Proposals. . 200 LRS7 Bidding Requirements And Conditions For Material Proposals. . . 206 LRS8 Failure To Complete The Work On Time . . . . . . . . . . . . . . . . . . . 212 LRS9 Bituminous Surface Treatments . . . . . . . . . . . . . . . . . . . . . . . . . 213 LRS10 Reflective Sheeting Type C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 214 LRS11 Employment Practices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 215 LRS12 Wages Of Employees On Public Works . . . . . . . . . . . . . . . .. . . . 217 LRS13 Selection Of Labor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 218 v INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted January 1, 2003 This sheet contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adopted 1-1-02) (Revised 1-1-03) SUPPLEMENTAL SPECIFICATIONS Std. Spec. Sec. • a e No 205 Embankment ........................................................................................... 1 251 Mulch ...................................................................................................... 2 442 Pavement Patching ................................................................................. 3 449 Removal and Replacement of Preformed Elastomeric Compression JointSeal ............................................................................................ 4 505 Steel Structures ....................................................................................... 5 506 Cleaning and Painting Metal Structures .................................................. 8 512 Piling ....................................................................................................... 9 669 Removal and Disposal of Regulated Substances ................................... 10 671 Mobilization ............................................................................................. 11 702 Work Zone Traffic Control Devices ......................................................... 12 1003 Fine Aggregates ...................................................................................... 13 1004 Coarse Aggregate ................................................................................... 14 1020 Portland Cement Concrete ...................................................................... 17 1021 Concrete Admixtures ............................................................................... 24 1024 Nonshrink Grout ................................................................ 25 1069 Pole and Tower ....................................................................................... 27 1070 Foundation and Breakaway Devices ....................................................... 28 1094 Overhead Sign Structures ....................................................................... 30 ii ISP 02-25 Page 1 of 1 Gradation for Fine and Coarse Aggregates Effective: April 1, 2001 IRevised: January 1, 2002 Add the following note to the tables titled "Fine Aggregate Gradations" in Article 1003.01(c) of the Standard Specifications: 1 "6/ Any aggregate produced under the Department's current Policy Memorandum, 'Aggregate -Gradation Control System (AGCS)', shall meet the gradation requirements set under the AGCS program." Add the following note to the tables titled "Coarse Aggregate Gradations" in Article 1004.01(c) of the Standard Specifications_: "9/ Any aggregate produced under the Department's current Policy Memorandum, 'Aggregate Gradation Control System (AGCS)', shall meet the gradation requirements set under the AG(� program." ISP 03-47 Page 1 of 1 Flagger Vests Effective: April 1, 2003 Revise the first sentence of Article 701.04(c)(1)of the Standard Specifications to read: "The flagger shall be stationed to the satisfaction of the Engineer and be equipped with a fluorescent orange, fluorescent yellow/green or a combination of fluorescent orange and fluorescent yellow/green vest meeting the requirements of the American National Standards Institute specification ANSI/ISEA 107-1999 for Conspicuity Class 2 garments and approved flagger traffic control signs conforming to Standard 702001 and Article 702.05(e)." Revise Article 701.04(c)(6)of the Standard Specifications to read: "(6) Nighttime Flagging. The flagger station shall be lit by additional overhead lighting other than streetlights. The flagger shall be equipped with a fluorescent orange or fluorescent orange and fluorescent yellow/green garment meeting the requirements of the American National Standards Institute specification ANSI/ISEA 107-1999 for Conspicuity Class 2 garments." LR 671 Page 1 of 1 State of Illinois Department of Transportation u Bureau of Local Roads and Streets SPECIAL PROVISION FOR MOBILIZATION Effective February 1, 1999 This contract contains no provisions for Mobilization. Therefore, Section 671 of the Standard Specifications is deleted. LR 701 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION for FLAGGER CERTIFICATION Effective January 1, 1993 Revised January 1, 2002 All references to Sections or Articles in this Special Provision shall be construed to mean a specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. 701.04 General. Revise subparagraph (c)(4) of Article 701.04 to read: "flagger Certification. Contractors who employ union laborers shall request, in writing, certified flaggers from the union locals. Many of the union locals, by agreements with IDOT, will meet this request unless union members who hold flagger certification are not available. Only then will use of non-certified flaggers be allowed. If certified flaggers become available, they shall replace the non-certified flaggers. Contractors who do not employ union laborers shall have certified flaggers available within 30 days of the contract award date unless it is documented that training by an approved agency is not available until a later date. Non-certified flaggers, qualified by the Contractor, may be used for short-term or emergency situations, and to relieve flaggers for rest breaks when the Resident Engineer/ Resident Technician is notified prior to using the non- certified flaggers. Flaggers that are certified shall have in their possession their Flaggers Certification ID card at all times when employed as a flagger. The contractor shall furnish the Resident Engineer with a copy of the written request to obtain certified flaggers and/or training opportunities. The cost of meeting the above requirements will be considered as included in the cost of the various pay items involved." LR 1004 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR COARSE AGGREGATE FOR BITUMINOUS SURFACE TREATMENT Effective January 1, 2002 All references to Sections or Articles in this special provision shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. This work shall be performed according to Section 403 and the following: 1004.01 Materials. Add the following to the gradation tables in subparagraph (c) of Article 1004.01: Coarse Aggregate Gradations Sieve Size Percent Passing Grad 12.5 mm 9.5 mm 4.75 mm 2.36 mm 1.18 mm No. %Z in. 3/8 in. #4 #8 #16 CA 20 100 92±8 20± 10 5±5 3±3 1004.03 Coarse Aggregate for Bituminous Courses. Revise the first line of the table in subparagraph (c) of Article 1004.03 to read: Class Use Gradation No. A-1, 2, &3 Seal 10 mm (3/8") CA 20 6 Add the following note to the end of subparagraph (c) of Article 1004.03: "6/CA16/CM16 produced under the AGCS Program with a master band may be used If it meets the gradation requirements specified for CA20 in Article 1004.01(c)" Amend the Aggregate Gradation Control System (AGCS) Policy Memorandum to add the following: "CA 20 shall be produced under the AGCS program. However, the gradation bands may not be adjusted." LR 109 Page 1of1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR CONTRACT CLAIMS Effective: January 1, 2002 Revised: May 1, 2002 All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. 109.09 Contract Claims. Revise the second sentence of subparagraph (a) of Article 109.09 to read: "All claims shall be submitted to the Engineer." Revise subparagraph (e) of this Article to read: "Procedure. All Claims shall be submitted to the Engineer. The Engineer shall consider all information submitted with the claim. Claims not conforming to this Article will be returned without consideration. The Engineer may schedule a claim presentation meeting if in the Engineer's judgement such a meeting would aid in resolution of the claim, otherwise a decision will be based on the claim documentation submitted. A final decision will be rendered within 90 days of receipt of the claim. Full compliance by the Contractor with the provisions specified in this Article is a contractual condition precedent to the Contractor's right to seek relief in the Court of Claims. The Engineer's written decision shall be the final administrative action of the Department. Unless the Contractor files a claim for adjudication by the Court of Claims within 60 days after the date of the written decision, the failure to file shall constitute a release and waiver of the claim." LR 663 Page 1 of 2 State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of Local Roads and Streets SPECIAL PROVISION FOR CALCIUM CHLORIDE APPLIED Effective June 1, 1958 Revised January 1; 2002 All references to Sections or Articles in this specification shall be construed to mean a specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. Description. This work consists of furnishing and applying to aggregate base or surface courses, .a solution of calcium chloride. The same type of solution shall be used throughout the work. Materials. Materials shall meet the requirements of the following Articles of Section 1000 Materials: Item Article/Section (a) Water ................................................................................................... 1002 (b) Calcium Chloride - CaC12 (Note 1) ............ .........:................................... 1013.01 Note 1. Calcium chloride may be Type S (solid) or Type L (liquid). Type S may be Grade 1 (77%), Grade 2 (90%), or Grade 3 (94%). Type L may have chloride contents of 30 to 45%. The Engineer shall determine percent calcium chloride required. The Contractor shall provide the State with the appropriate mixing formula for Type S and water to achieve the required percentage. The Contractor shall supply the Type L at the percent calcium chloride specified. Equipment. A tank truck or spreader unit assembly, equipped with spray bars and nozzles shall be used. A positive displacement pump driven from a power source or from the wheels of the spreader/unit assembly shall be used to develop sufficient pressure at the spray bar nozzles to insure uniform distribution of the solution at the specified application rate. Spray bars of various lengths shall be used so that the solution may be applied in widths varying from 1.2 to 7.2 meters (4 to 24 feet). The motor vehicle shall be capable of maintaining a constant speed during the time of application. The tank truck or spreader/unit assembly shall be equipped with a suitable device, visible to the driver, to accurately determine the rate at which the solution is applied. Suitable charts shall be furnished to enable correlation of the vehicle speed and rate of application. When the tank truck is used to mix calcium chloride Type S with water, the pump and piping shall be so arranged that thorough mixing of the ingredients will be accomplished as rapidly as possible without excessive heating. �% LR 663 I Page 2 of 2 Certification. At the time of delivery, the supplier shall furnish the purchaser two copies of the U delivery report that shall contain the following data: (a) The liters (gallons) at 25 °C (77 °F) and weight of solution delivered. (b) The specific gravity and temperature of the solution at the time of loading. (c) The percentage of calcium chloride in the solution. (d) The percentage of magnesium chloride and alkali chlorides contained in the solution Sampling and Testing. The first truck load shipped of a contract will be sampled at its destination by the purchaser's personnel. Random check samples representing 10% of the contract quantity shall be taken of subsequent loads. The samples shall be packaged in an 1 quart plastic container and sent with the certification data sheet to the Bureau of Materials and , Physical Research, 125 East Ash Street, Springfield, IL 62704, for testing. CONSTRUCTION REQUIREMENTS General. The rate of application per square meter (square yard) and the quantity shown in the contract is based on the amount of chloride to be applied. The actual application rate shall be the rate shown in the contract divided by the decimal equivalent of the percent chloride. Application Rate. The rate of application shall be kg per square meter ( pounds per square yard) - Note 2. The normal application rate is 0.68 kg per square meter (1.2 pounds per square yard). The specified application rate shall be between 0.45 to 0.84 kg per square meter (0.8 to 1.5 pounds per square yard). Application of Calcium Chloride Solution. The solution shall be applied to the base or surface course through the spray bars in not more than two applications. The entire surface shall be covered uniformly without excessive transverse or longitudinal overlap. The solution may be applied to irregular-shaped areas by means approved by the Engineer. Method of Measurement. Calcium chloride applied will be measured for payment by mass (weight) in metric tons (tons). The quantity of calcium chloride for which payment will be made will be the total mass (weight) multiplied by the decimal equivalent of the percent of anhydrous chloride. Basis of Payment. This work will be paid for at the contract unit price bid per metric ton (ton) for CALCIUM CHLORIDE APPLIED. LR 1013 Page 1 of 1 State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of Local Roads and Streets SPECIAL PROVISION FOR ROCK SALT Effective August 1, 1969 Revised January 1, 2002 All references to Sections or Articles in this specification shall"be construed to mean a specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. Description. This item shall consist of furnishing rock salt (sodium chloride) in bins or stockpiles at location designated in the Proposal Materials. Material shall meet the requirements of Article 1013.02 except that the gradation shall be as follows: Passing 12.5 mm (1/2 inch) sieve 100 % Passing 9.5 mm (3/8 inch) sieve 95 - 100 % Passing 4.75 mm (No. 4) sieve 20 - 90 % Passing 2.36 mm (No. 8) sieve 10 - 60 % Passing 600 µm (No. 30) sieve 0 10 % The Department reserves the right to reject any shipments of rock salt which are delivered in a u frozen or caked condition or which contain free water. The Department reserves the right to accept delivery of Rock Salt which, according to analysis by the Department, has a sodium chloride (NaCI) content of less than 96.0 %, but is not less than 90.0 %. Material with less than 90.0 % sodium chloride will be rejected. When such exceptions are allowed, payment will be adjusted. Method of Measurement. Rock salt will be measured by the metric ton (ton). 1 Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton) for furnishing and transporting ROCK SALT based on the sodium chloride content. Payment will be in accordance with the following schedule: NaCl Content 96.0% to 100.0% Net Bid price per ton. NaCl Content 95.0% to 95.9% Bid price less $0.50 per metric ton (ton). NaCl Content 94.0% to 94.9% Bid price less $2.00 per metric ton (ton). NaCl Content 90.0% to 93.9% Bid price less$4.00 per metric ton (ton). STATE OF ILLINOIS- DEPARTMENT OF TRANSPORTATION u Division of Highways-Bureau of Materials&Physical Research LIST OF "M" SPECIFICATIONS Effective October 15,2002 Effective Serial No. Date Specification for M 4-87 03101/87 Wood Lath Snow Fence M 14-96 04/15/96 RESCINDED M 16-95 09/01/95 REPLACED by Bureau of Operations T30-96, Specifications for Wood Sign Posts M 17-02 02101/02 Bituminous Mixture for Maintenance Use, Emulsified Asphalt Type M 19-02a 10/15/02 Bituminous Mixture for Maintenance Use, Liquid Asphalt Type M 20-02 02/01/02 Bituminous-Sand Mixture for Maintenance Use M 21-87 08116/87 REPLACED by AASHTO Specification M281, Steel Fence Posts and Assemblies, Hot Wrought M 26-96 09/01/96 REPLACED by Standard Specifications for Road and Bridge Construction, Article 1095.07, Glass Beads for Pavement Markings M 31-95 09/01/95 RESCINDED M 32-65 04/15/65 REPLACED by Standard Specifications for Road and Bridge Construction, Section 663, Calcium Chloride Applied M 33-57 06/03/57 REPLACED by AASHTO Specification M144, Calcium Chloride Type S, Grade 1, Class A(77% Flake)and Type S,Grade 3, Class B (94% Pellets) M 36-86 06101/86 REPLACED by AASHTO Specification M143, Sodium Chloride,Type I, Grade 1 M 37-02 02/01/02 Cutting Edges for Grader Blades M 38-95 09/01/95 RESCINDED M 48-02 02/01/02 Bituminous Premix for Maintenance Use, Inverted Emulsified Asphalt CBAE-2 M 50-02 02/01/02 Cutting Edges for Snow Plows M 97-61 01/03/61 RESCINDED M 98-68 08/01/68 RESCINDED M 102-61 01/03/61 RESCINDED M 107-74 10/01/74 RESCINDED M 119-02 02/01/02 Fast-Dry Black Pavement Marking Paint M 120-00 01/01/00 Bituminous Premix for Maintenance Use-Optimix, Sylcrete, UPM, QPR-2000, EZ Street-Proprietary Sources M 121-78 05101/78 REPLACED by AASHTO Specification M144, Calcium Chloride,Type L, 32% M 122-85 08/15/85 RESCINDED List of"M"Specifications Page 2 Effective Serial No. Date Specification for M 123-88 10/01/88 Fast-Dry Pavement Marking Paint,White and Yellow(Chlorinated Rubber Type) M 124-81 02/01/81 Tarpaulins M 125-89 11/16/89 RESCINDED M 126-95 09/01/95 Bituminous Mixes for Maintenance Use, Reinforced Fiber Mixture M 127-87 03101/87 REPLACED by M 131-92 M 128-02 02101/02 Rubber Cutting Edges for Snow Plows M 129-88 08101/88 RESCINDED M 131-92 11/01/92 Polyethylene Plastic Mesh Snow Fence M 132-96 07/01/96 REPLACED by Check Sheet Special Provision entitled POLYMER CONCRETE M 133-96 02102/96 Bituminous Premix for Maintenance Use, Instant Road Repair-Proprietary M 13402 02101/02 Bituminous Premix for Maintenance Use, SMP-Proprietary M 135-00 05/01/00 Fast-Dry Pavement Marking Paint—Black(Lead Free Waterbome Type) R W H/RK/dg/Mspeclst 200-300 g� 75 min. 450 min. f31 F/, (181 100 ,R v oo 55�� c 100 .c ... 7r+rtOn _ � E _ 141 M 3 v a0 g N $N E .0 100-150(4-6) g —° E �' 31,00-150(4-6) Orange Orange c CONE REFLECTORIZED CONE DRUM FLEXIBLE DELINEATOR VERTICAL PANEL POST MOUNTED _5 A 112) qF F c --� —T E 100 E 600 min. 200-300 E 200-300 ,o Iq) G (24) (8-12) Q c (8-12) 200 300 X M �,� 100 M aS!2 18-12) 14) L 600 min. �� `~ 124I 1.2 m 141 min. _; (24) �,p M TYPE 1 BARRICADE TYPE 11 BARRICADE TYPE III BARRICADE DIRECTION INDICATOR BARRICADE VERTICAL BARRICADE 4t Warning lights (If required) GENERAL NOTES All heights shown shall be measured above the pavement surface. AYd►mensions are In mbilmeters (Inches) unless otherwise shown. DATE REVISIONS ®14MIS Oopwt~t of T—wtatb° 1-1-03 Rev.devices to meet TRAFFIC CONTROL TKO „- M3 NCHRP 350. DEVICES ' 1-1-01 Added the word limits In (Sheet I of 3) AFMVE0 =007 y Work Llmit SIQnInQ dot. STANDAR' 02001-03 Removed tubular morker. T e A monodirectional oshinq light 450x450 Orange flogs re C (18x18) 1.8 m - 3.6 m 16'- 121 , ROAD E E E CONSTRUCTION END NEXT X MILES CONSTRUCTION n 100x100 (4x41 ,J E E 600-3.0 m E — — G20-1(0)-6036 G20-2o(0)-6024 nom.wood post , Edge of (P4 _ 10') pavement N 0 or face This signing Is required for oil projects over 0 of curb SIGN o � 11F SPECIFIED) 3200 m (2 miles)or more In length. W b a E ROAD CONSTRUCTION NEXT X MILES sign shall be ---��"�5 1 E placed 150 m (500')In advance of project limits. r i1 Elevation of edge Elevation of edge N END CONSTRUCTION sign shall be erected at E E of pavement of pavement the of the job unless another job Is within E 1.5 m (5'1 min. 3200 m 12 miles). n� embedment SIGNS ON TEMPORARY SUPPORTS WORK LIMIT SIGNING POST MOUNTED SIGNS r e When curb or paved shoulder are present HIGH LEVEL WARNING DEVICE this dimension shall be 600 mm 124") to the face of curb or 1.8 m (61)to the outside edge of the paved shoulder. 900 1 150-300 800 1361 I l�6-12) 1241 '1251) 175 When Workers Present WHEN I IT) R2-II07 0-3624 Strobe WORKERS II ht (BIOCk on orange( PRESENT g i :�« r` SPEED g N ��y 200 181 Federal aeries C 180 (7)Federal series 8 L Speed Limit 45 LIMIT I g V R2-1-3648 �^n 181ack on white( �� -" _ _ _ I r. — _ — – – –— -$Q _ 6200 Fine Minimum 400 � 513 —–—– W21-1107A-3618 $200 FINE SW (20112) (16) (Block on white) MINIMUM E E IS aq� I (tabs c – 10 (T/s)Of.7 I t OQE 3 holes Pavement ° CONSTRUCTION SPEED LIMIT SIGN AOdimenatona ore In mllllmefera (Inches( STAFF FRONT SIDE REVERSE SIDE unless otherwise shown. ®I,„„s,,wt—t e,T—.,,tmf- FLAGGER TRAFFIC CONTROL SIGN TRAFFIC CONTROL DEVICES (Sheet 2 of 3) STANDARD 702001-03 i 600 s r A (24) ------------ ------------ 2.4 m min. l6'1 1.5 m min. ____________ ___ _______ -- --- -- -- - 0O 1.2mmin. 159 d «\ ------------ ------------ ��. 00 149 n 0 0 Weep holes - ---------- ------------ h E tY -- / �.�- I --.I �.- I _-.I �.- Construction p 1251 60ms (251 60ms (259 160ms advance C� �---� �.---i —►� warning signs 2 _t 44 (200'1 (200'1 (2001) E E E L.A l E E E o PLAN r m 4 s 155 m 12511 TYPE A TYPE 8. TYPE C - 11�'t► _Face may be stepped ROOF MOUNTED ROOF OR TRAILER MOUNTED TRAILER MOUNTED or smooth 1 I Traffic ARROW BOARDS � « ^ /1 L +� I 1 Epoxy channels I 90 s I TYPICAL INSTALLATION SECTION A-A TEMPORARY RUMBLE STRIPS I 'U U U 150 max. �i11 150 max. 150 max. e 300 min. flasher 1 161, II t61 RII-2� 16) 11 � I (12) ROAD ^ g CLOSED e e 1 Edge of �{ ehaulder Pavement SOO min. ROAD CLOSED TO ALL TRAFFIC Type A pf` Y1— flasher. RII-4 Reflectorized striping may be omitted on the gh back side of the barricades. If a Type 111 barricade' Row CLOSED Rao CLOSED with an attached sign panel which meats NCHRP 350 To to Is not available,the sign may be mounted on on ilggl TRAFFIC TWW TRAFFIC NCHRP 350 temporory sign support directly In front of the barricade. Agdlmsrulons are In millimeters Ilnchsal Pavement unless otherwise shown. ROAD CLOSED TO THRU TRAFFIC Rkwh D&Port~#of 1raowtalon Reflectorized striping shag appear on both TRAFFIC CONTROL ® TYPICAL APPLICATIONS OF sides of the barricades. If a Type III barricade with on attached sign panel which meets NCHRP 350 DEVICES TYPE 111 BARRICADES CLOSING A ROAD N not ovalloblp the signs may be mounted on host of 31 ) NCHRP 3; �mporory sign supports directly In .rwiovEU front C barricade. STANDARD 70J1-03 F A GENERAL NOTES Maintenance operatlons shah be confined to one traffic lone, leaving the opposite lane open to traffic. At Ieost 150 m (500') of both traffc lones shall be available for traffic movement between work areas at xaiwc intervals not greater than 300 m (10001. eEAp • Minimum distance between th0 sign Ond the work area Is 215 m 17001. Maximum distance to be determined by the local authority but In no case to exceed the length of one-half day's operation or 6 km 14 miles). whichever Is less. wisp •� When operations are on the pavement and e4x1 stationary or moving at a speed less than 6 kph 14 mph), a ONE LANE.AHEAD, or other appropriate sign, shall be Installed in each I.� Varies direction between the ROAD WORK AHEAD I (See General Notes• sign and the work area. The distance be- I tween this sign and the work area shall be a minimum of 120 m 14001 but In no case to a exceed the length of one-half day's open. �} ation Or 6 km (4 miles). whichever is less. _ _ _–_–—–—–—–—– –—–—–—–—–—–—– The distance between the two signs shall be CO. b approximately 120 m (4001. All signs Ore to be removed at completion of the day's operatlon. Varies 1 - Any unattended obstacle. excavation Or gap r pavement drop off greater than 15 mm 13") cowl In the work area shall be protected by ecA4 Type I or Type 11 Barricades with flashing W21-4101-]6 lights. Longitudinal dimensions may be adjusted slightly to fit field conditions. All vehicles, equipment, men, and their •auc activities are restricted at oil times eEAp _ to one side of the pavement. >.21-1101101-36 Flashing lights or rotating DBOCOf1s are required for all maintenance vehicles while TWO-LANE. TWO-WAY TRAFFIC - In operation. RURAL OPERATIONS Applicable operations Illustrated In Standard DAY OPERATIONS ONLY 701301 may be used when operations do not exceed 15 minutes on the pavement or 60 minutes on the shoulder respectively. All warning signs shall have minimum dimen- sions of 900 mm x 900 mm 136"x36'7 and have TYPICAL APPLICATIONS block legend on an orange reflectorizea SYMBOLS bockground. ® MOWING This case Is for use on rural local roads Work area SPREADING AGGREGATE where the local authority considers this WEED SPRAYING protection to be appropriate for the SURFACE MAINTENANCE specific job conditions. Sign with 450(18)by 450(18) BITUMINOUS RESURFACING (minimum) orange flog attached CRACK POURING When fluorescent signs ore used orange SHOULDER REPAIR flogs are not required. CLEANING DITCHS Al dimensions Ore In millimeters finches) unie" Otherwlse shown. DATE REVISIONS TRAFFIC CONTROL ®Iw�aAppQ,M•[o,[ ��• 1-I-99 Delete ROW Line DEVICES-DAY LABOR MAINTENANCE M 1-1-98 Rev. ll ts. Rev. Ist. 2nd, Sth, STANDARD B.".1" and 10th General Notes. [NS Sign may be omitted when distance Is less than 45 m (15011 . W20-3(0)-36 W20-3(01-36 W20-3101-36 ROAD xoAU ROAD CLOSED CLOSED CLOUD AKAO SOO EI "AD 1 Variable _ 1 150 m T 150 m(min.( 300 M.Ox.) _ ------ (500.1 15001) (1000.1 �' GENERAL NOTES ---------------------------- cc- Type III Barricades and RII-2-4830 signs i shollbe positioned 03 shown In 'Road Closed To AUTrofflc" detollon Highway CONDITION I standard 702001. l When distance from closure to crossroad - Two Typo A Low Intensity Flashing Lights Is lass than 450 m 115004 shollbe used on each approach In odvonce of the work area during hours of dork- nass,One light shoMbe Installed above the barricades and the other above the first advance warning sign. Asslgns shollbe post mounted If the closure time exceeds four days. Allworning signs shollhove minimum W20-3(0)-36 W20-3(0)-36 dimensions of 900 mm (36")by 900 mm 436") DoAO no and have o black legend on an orange CLOUD QO%D reflectorized background. wall tl AKAD AO work zone signs ore required to meet, as a minimum,Type B reflectivity require- . i manta of Table 1091-2 In Article 1091.02 of the Standard Specifications. 1 Longltudinoldlmanslons may be adjusted to 150 m 300 m 00009 and vorloble ( a fit field conditions. __-- -- 1500'1—_---------------_----4------_ When the distance between the barricade - I - and the Intersection Is between 450 m (15001 and 600 m (2000.),the advance sign 1 shollbe placed at the Intersection.When the distance between the barricade and CONDITION [I the Intersection Is over 600 m (2000•),on 1 addltlonalsign shollbe placed at the Intersection.The additional sign shall give When distance from closure to crossroad I the distance to the barricade In miles Is greater than 450 m 115001 or fractions of a mile. When fluorescent signs are used,oronge flags are not required. SYMBOLS AYGlmenslons are In millimeters (Inches) ® Work area unless otherwise shown. OATE REVISIONS TYPICAL APPLICATION OF ®In-1.o.po t—t oA o-aworAall.n Type III Barricade 1-1-03 Revised specification TRAFFIC CONTROL DEVICES reference In 5th FOR CONSTRUCTION ON Sign with 450(1e) by 450 081 General Note. RURAL LOCAL t WAYS (minimum(orange flap attached 1 A!Mwo S / 1-1-98 Rev.5th CenerolNote. Added Bth CenerolNote. STANDARD b... .21-6 CONDITION II CONDITION 1 APPROACH TRAFFIC APPROACH TRAFFIC STOPPED DOES NOT STOP fExlsting) W20-3101-36 t 20-3101-36 am STOP 1 D Variable 0 I 150 m 300 m T 15001► / (10001) COO ' i a -------- --- ^. . -----------�--- ----- I I 150 m 1500'1 b E i � 1 as�DCO I I GENERAL NOTES aE�O VAO STOP Type 111 Barricades and RII-4-4830 signs sholibe positioned as shown In "Road Closed To ANTrafflc" detallon Highway W20-30-36 (Existing) Standard 702001.If the distance "D" exceeds 60O.m (2000'1 on oddltlond act of barricades and 11II-4-4630 shoabe placed at each and Of the work area. SYMBOLS Two Type A Low Intensity Flashing Lights ® shosbe used on each approach in advance Work area Of the work orao.One light shollbe Installed above each barricode.lf only one barricade is required,the other light shall Type 111 Barricade be Installed above the first advance warning sign. /\ Sign with 450(18) by 450(18) Assign shoabe post mounted If the v (minlmum)oronge flog attached closure time exceeds four days. Aaworning signs shdihovc minimum dimen- sions of 900 mm 136")by 900 mm 436") and have a block legend on an orange reflectorized background. All work zone signs ore required to meet, as a minimum.Type 8 reflectivity require- ments of Table 1091-2 In Article 1091.02 of the Standard Specifications. Longitudinal dimensions may be adjusted to fit field conditions. When fluorescent signs or used,orange flags are not required. Aadlmenslons are In ml8lmeters finches) unless otherwise shown. DATE REVISIONS TYPICAL APPLICATION OF TRAFFIC 1-1-03 Revised specification C(NT 0l OEVIC S FOR CONSTRUCTION reference In 5th fON_LRAURAL LOCAL HIGHWAYS) ns +�+�• sw� General Note. 1 1 98 Removed lights. (ROAD CLOSED TO THRU TRAFFIC) wraona � Rev.Sth GenerolNote, STANDARD B.L.R.22-1 r. ua y$gm Added 7th GenerolNote. Kendall County Prevailing Wage for February 2003 Page 1 of 5 Kendall County Prevailing Wage for February 2003 Trade Name RG TYP C Base FRMAN *M-F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT-GEN ALL 28.000 28.750 1.5 1.5 2.0 3.580 2.970 0.000 0.170 ASBESTOS ABT-MEC BLD 23.300 24. 800 1.5 1. 5 2. 0 3. 640 5.520 0. 000 0. 000 BOILERMAKER BLD 34.350 37.430 2.0 2.0 2.0 3.950 5.150 0.000 0.150 BRICK MASON BLD 30.150 32.150 1.5 1.5 2.0 4.550 5.080 0.000 0.120 CARPENTER ALL 31.200 32.700 1.5 1.5 2. 0 4. 600 4. 400 0. 000 0. 440 CEMENT MASON ALL 29.000 31.900 2.0 1.5 2.0 4.550 7.110 0.000 0.050 CERAMIC TILE FNSHER ALL 23..850 0.000 2.0 1.5 2.0 4.250 3.700 0.000 0.210 COMMUNICATION TECH BLD 28. 610 30. 110 1.5 1. 5 2.0 4..850 5. 440 0. 000 0.5.70 ELECTRIC PWR EQMT OP ALL 26.460 33.040 1.5 1.5 2.0 2. 450 6.610 0.000 0.130 ELECTRIC PWR GRNDMAN ALL 20.750 33.040 1.5 1.5 2.0 2.450 5.190 0.000 0.100 ELECTRIC PWR LINEMAN ALL 31.290 33.040 1.5 1.5 2. 0 2. 450 7. 820 0. 000 0. 160 ELECTRIC PWR TRK DRV ALL 21.390 33.040 1.5 1.5 2.0 2.450 5.350 0.000 0.110 ELECTRICIAN BLD 34.670 38.140 1.5 1.5 2.0 4. 850 7.970 0.000 0.690 ELEVATOR CONSTRUCTOR BLD 34.475 38.780 2. 0 2. 0 2. 0 4.775 2.510 2. 070 0. 000 FENCE ERECTOR ALL 31. 490 33.060 2.0 2.0 2.0 4. 690 11.28 0.000 0.250 GLAZIER , BLD 27.800 28.800 1.5 2. 0 2.0 4.540 7.800 0.000 0.200 HT/FROST INSULATOR BLD 29. 800 31.550 1.5 1.5 2. 0 5. 910 7.560 0. 000 0.230 IRON WORKER ALL 31.490 33.060 2.0 2. 0 2.0 4.690 11.28 0.000 0.250 LABORER ALL 28.000 28.750 1.5 1.5 2.0 3.580 2.970 0.000 0.170 LATHER BLD 31.200 32.700 1.5 1.5 2.0 4. 600 4. 400 0. 000 0. 440 MACHINIST BLD 31.920 33.670 2.0 2.0 2.0 3.200 3.100 2.200 0.000 MARBLE FINISHERS ALL 23.000 0.000 1.5 1.5 2.0 3. 600 3.800 0.000 0.240 MARBLE MASON BLD 26.780 28.280 1. 5 1.5 2.0 4. 300 6. 600 0. 000 0.230 MILLWRIGHT ALL 31.200 32.700 1.5 1.5 2.0 4.600 4.400 0.000 0.440 OPERATING ENGINEER BLD 1 33.850 37.850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER BLD 2 32.550 37.850 2.0 2. 0 2. 0 5. 400 4.250 1.700 0.500 OPERATING ENGINEER BLD 3 30.000 37.850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER BLD 4 28.250 37. 850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 1 32.050 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 2 31.500 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 3 29.450 36.050 1.5 1.5 2.0 5.40.0 4.250 1.700 0.500 OPERATING ENGINEER HWY 4 28.050 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 5 26.850 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 ORNAMNTL IRON WORKER ALL 31.490 33.060 2.0 2.0 2.0 4.690 ,11.28 0.000 0.250 PAINTER A1L 29.660 30.660 1.5 1.5 2.0 4.150 3.700 0.000 0.300 PAINTER SIGNS BLD 25. 150 28.240 1.5 1.5 1.5 2.600 2.010 0. 000 0.000 PILEDRIVER ALL 31.200 32.700 1.5 1.5 2.0 4.600 4.400. 0.000 0.440 PIPEFITTER BLD 32.100 34.100. 1.5 1.5 2.0 4.300 5.950 0.000 0. 800 PLASTERER BLD 29.090 30.090 1.5 1.5 2. 0 4. 000 5.100 0.000 0. 400 PLUMBER BLD 32.100 34.100 1.5 1.5 2.0 4.300 5.950 0.000 0. 800 ROOFER BLD 30.850 32.850 1.5 1.5 2.0 3.950 2.380 0.000 0.320 II' SHEETMETAL WORKER BLD 31.740 33.490 1.5 1.5 2.0 4.450 5.760 0.000 0.440 SIGN HANGER BLD 26.070 27.570 1.5 1.5 2.0 3.800 3.550 0.000 0. 000 SPRINKLER FITTER BLD 32.550 34.050 1.5 1.5 2.0 4. 600 5.000 0.000 0.400 STEEL ERECTOR ALL 31.490 33. 060 2.0 2.0 2.0 4.690 11.28 0.000 0.250 STONE MASON BLD 30.150 32.150 1.5 1.5 2.0 4.550 5.080 0.000 0. 120 TELECOM WORKER A.LL 22.900 24.400 1.5 1.5 2.0 3.000 2.650 1.430 0. 000 TERRAZZO MASON BLD 27.500 29.000 2.0 1.5 2.0 4.500 6.350 0. 000 0.160 TILE MASON BLD 29.130 31.130 2.0 1.5 2.0 4.250 4.450 0.000 0.400 TRUCK DRIVER ALL 1 27.550 28.100 1.5 1.5 2.0 4.325 3.075 0.000 0.000 TRUCK DRIVER ALL 2 27.700 28. 100 1.5 1.5 2.0 4.325 3.075 0.000 0.000 TRUCK DRIVER ALL 3 27.900 28.100 1.5 1.5 2.0 4.325 3.075 0.000 0.000 TRUCK DRIVER ALL 4 28.100 28. 100 1.5 1.5 2.0 4.325 3.075 0.000 0.000 TUCKPOINTER BLD 29.650 30. 650 1.5 1.5 2.0 3.660 4.500 0.000 0.260 httpi//www.state.il.us/agency/idol/CMJEVENMO/KENDALL9.htm 3/6/2003 ,Kendall County Prevailing Wage for February 2003 Page 2 of 5 Legend: u M-F>8 (Overtime is required for any hour greater than 8 worked each day, Monday through Friday. OSA (Overtime is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health 6 Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) Explanations KENDALL COUNTY The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day; Memorial/Decoration Day, Fourth of July, Labor Day, Veterans Day, Thanksgiving Day, Christmas Day. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday, This then makes work performed; on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration such as the day after Thanksgiving for Veterans Day. If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material from any place in a building, incl-uding mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. COMMUNICATIONS TECHNICIAN Construction, installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) , telephone, security, and data inside wire, interconnect, terminal equipment, central offices, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN (wide area network) , LAN (local area networks) , and ISDN (integrated system digital network) , pulling of wire in raceways, but not the installation of raceways. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. http://www.state.il.us/agencv/idol/CM/EVENMO/KENDALL9.htm 3/6/2003 'Kendall County Prevailing Wage for February 2003 Page 3 of 5 Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation;. Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. OPERATING ENGINEERS - BUILDING Class 1. Mechanic; Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson attachment; Batch Plant; Benoto; Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Paver; Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted) Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, one, two and three Drum; Hoists, Two .Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks;Hydro Vac (and similar equipment) ; Locomotives, All; Motor Patrol; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram;, Pump Cretes; Squeeze Cretes-screw Type Pumps; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-form Paver; Straddle Buggies; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Bobcat (over 3/4 cu. yd. ) ; Boilers; Brick Forklift; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Forklift Trucks; Greaser Engineer; Highlift Shovels or Front Endloaders under 2-1/4 yd. ; Hoists, Automatic; Hoists, inside Freight Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (self-propelled) ; Rock Drill (truck mounted) ; Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination - Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators - (Rheostat Manual Controlled) ; Hydraulic Power Units (Pile Driving, Extracting, and Drilling) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Pumps, Well Points; Welding Machines (2 through 5) ; Winches, 4 small Electric Drill Winches; Bobcat (up to and including 3/4 cu. yd. ) . http://www.state.il.us/agency/idol/CM/EVENMO/KENDALL9.htm zi�i�nn z Kendall County Prevailing Wage for February 2003 Page 4 of S Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. OPERATING ENGINEERS - HEAVY AND HIGHWAY CONSTRUCTION Class 1. Craft Foreman; Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines; ABG Paver; Backhoes with Caisson attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with - attachments) ; Concrete Breaker (Truck Mounted) : Concrete Conveyor; Concrete Paver over 27E cu. ft. ;.,Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Hammerhead, Linden, Peco & Machines of a like nature; Crete Crane; Crusher, Stone, etc. ; Derricks, All; Derrick Boats; Derricks, Traveling; Dowell machine with Air Compressor; Dredges; Field Mechanic-Welder; Formless Curb and Gutter Machine; Gradall and Machines of a like nature; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Mounted; Hoists, One, Two and Three Drum; Hydraulic Backhoes; Backhoes with shear attachments; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Roto Mill Grinder; Slip-Form Paver; Soil Test Drill Rig (Truck Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ; Tractor Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with Boom; Tractaire with Attachments; Trenching Machine; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole; Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines; Wheel Excavator; Widener (APSCO) . u Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldbzers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (less than 1 cu. yd. Backhoe Bucket or over or with attachments) ; Compressor and Throttle Valve; Compressor, Common Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft. ; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting,Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine Concrete; Greaser Engineer; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; All Locomotives, Dinky; Pump Cretes; Squeeze Cretes-Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotory Snow Plows; Rototiller, Seaman, etc. , self-propelled; Scoops - Tractor Drawn; Self-Propelled Compactor; Spreader - Chip - Stone, etc. ; Scraper; Scraper - Prime Mover in Tandem (Regardless of Size) ; Tank Car Heater; Tractors, Push, Pulling Sheeps Foot, Disc, Compactor, etc. ; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc. ; Fireman on Boilers; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper - Form-Motor Driven. httn•//www state it ns/avenry/irinl/!M/FVFNIVTO/KFNT�AT.T,9 htm 3/6/2003 ;Kendall County Prevailing Wage for February 2003 Page 5 of 5 Class 4. Air Compressor; Combination - Small Equipment operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling) ; Hydro-Blaster; Light Plants, All (1 through 5) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Pumps, Well Points; Tractaire; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 5. Bobcats (all) ; Brick Forklifts oilers. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If there is no such definition on file, the Bureau of Labor Statistics SIC list will be used. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. Further, if no such neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 618/993-7271 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape �..i plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. httn'//www ctatP it iic/aaanru/irinl/fT/!/RVFNA�T(1/TtFRTT1ST T 0 1,+— Illinois Department of Transportation Division of Highways/ District 3 700 East Norris Drive/Ottawa, Illinois 161350-0697 u Telephone 815/4346131 May 15, 2003 Ms. Jacquelyn Milschewski City Clerk 800 Game Farm Road Yorkville, IL 60560 CITY- MFT Yorkville Section 03-00000-00-GM SUPPLEMENTAL Dear Ms. Milschewski: The supplemental resolution adopted by the City Council on April 8, 2003 appropriating $55,805.00 of Motor Fuel Tax funds for the maintenance of streets and highways in the city from January 1, 2003 to December 31, 2004 was approved today. The supplemental municipal estimate of maintenance costs for $55,805.00 was also approved today. This maintenance program is approved with the understanding that any claims for labor and equipment for day labor routine maintenance will be on file and available for audit. ` Authorization to expend $55,805.00 of Motor Fuel Tax funds for this section(J= . has been approved and should appear on the city's next Motor Fuel Tax computer printout. Bids are required for purchases of materials if the expenditures exceed $10,000 during any calendar year either (1) for the same type of material or (2) from any one vendor if the purchase includes the placement or incorporation of the material. One copy of the approved maintenance papers has been forwarded to Joe Wywrot. Sincerely, Diane O'Keefe District Engineer ?y-. James R. Threadgill III District Local Roads & Streets Engineer cc: Debra Baxter, MFT Auditor Joe Wywrot, City Engineer A6�oiS # Resolution for Maintenance of Streets and Highways by Municipality of Tra Under the Illinois Highway Code BE IT RESOLVED, by the Mayor and City Council of the (Council or President and Board of Trustees) United City of Yorkville , Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $55,805.00 of Motor Fuel Tax funds for the purpose of maintaining MAV 1, streets and highways under the applicable provisions of the Illinois Highway Code from Jeffuery-t-, 2003 APK)L 3<?, to Doceag*F34, 2004 BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above. BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above, submit to the Department of Transportation, on forms furnished by said Department , a certified statement showing expenditures from and balances remaining in the account(s) for this period; and BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this resolution to the district office of the Department of Transportation, at Ottawa , Illinois. Clerk in and for the )K>–t Esz�C m4 (City,Town or village) of County of � Ll. hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the ��V--'s C-3,L, at a meeting on (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of - Qll. jp3 r (SEAL) Clerk (City,Town or Village) APPROVED Date Department of Transportation District Engineer BLR 4123(Rev.6/2000) 1 Illinois Municipal Estimate of Of Transportation Maintenance Costs Period from 05/01/2003 to 04/30/2004 Municipality United City of Yorkville Estimated Cost of Maintenance Operations Material E ui ment or Labor Maintenance Operation Quantity Unit Operation (No.-Description-Total Quantity) Item and Specification and Unit Cost Cost Cost 1. Bituminus Patchina Bituminus Cold Patch 85 ton 73.00 6205.00 Class I Surface Courst 100 ton 36.00 3600.00 9,805.00 2. Signs and Posts Various Street Signs 150 si ns 45.00 6750.00 Si n Posts 150 posts 15.00 2250.00 9,000.00 3. Snow Removal Bulk Rock Salt 1000 ton 36.00 36000.00 Liquid Calcium Chloride 1000 gal 1.00 1000.00 37,000.00 Total Estimated Maintenance Cost $55,805.00 Submitted Eric J. Dhuse Approved Jy Director Municipal Official Title District Engineer Submit Four(4) Copies to District Engineer BLR 8202(Rev.71011 RECURRING SPECIAL PROVISIONS Adopted January 1, 2002 The following RECURRING SPECIAL PROVISIONS and RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS indicated by an-X' are applicable to this contract and are included by reference: RECURRING SPECIAL PROVISIONS CHECK SHEET# PAGE NO. 1 State Required Contract Provision Al Federal-aid Construction Contracts(Eff. 2-1-69)(Rev. 10-1-83)..'...................................... 1 2 Subletting of Contracts(Federal Aid Contracts)(Eff. 1-1-88)(Rev. 5-1-93).................................................................................. 3 3 EEO(Eff. 7-21-78)(Rev. 11-18-80)............................................................................................................................................ 4 4 Specific Equal Employment Opportunity Responsibilities Non Federal-aid Contracts(Eff. 3-20-69)(Rev. 1-1-94)......................... 15 5 Required Provisions-State Contracts(Eff.4-1-65)(Rev. 4-1-93)................................................................................................ 21 6 R.R. Protection Liability Form(Eff. 7-1-58)(Rev.9-29-67)........................................................................... 26 7 Asphalt Quantities and Cost Reviews(Eff. 7-1-88)...................................................................................................................... 42 8 National Pollutant Discharge Elimination System Permit(Eff 7-1-94)........................................................................................... 43 9 Had Road Stream Crossings, Other Temporary8tream Crossings,and In-Stream Work Pads(Eff. 1-2-92)(Rev. 1.1-98)........... 44 10 Construction Layout Slakes Except for Structure'(Eff. 1-1-99)(Rev. 1-1-02)............................................................................... 45 11 Construction Layout Stakes(Eff.5-1-93)(Rev. 1-1-02)............................................................................................................... 48 12 Use of Geotextile Fabric for Railroad Crossing(Eff. 1-1-95)(Rev. 1-1-97)................................................................................... 51 13 Asphaltic Emulsion Slurry Seal and Abrated Asphaltic Emulsion Slurry Seal(Eff. 8-1-89)(Rev. 2-1-97)....................................... 53 14 Bituminous Surface Treatment Half-Smart(Eff. 7-1-93)(Rev. 1-1-97)......................................................................................... 59 15 Quality Control/Quality Assurance of Bituminous Concrete Mixtures(Eff. 1-1-00)(Rev. 1-1-02)................................................... 65 16 Subsealing of Concrete Pavements(Eff. 11-1-84)(Rev. 2-1-95)................................................................................................. 84 17 Bituminous Surface Removal(Cold Milling)(Eff. 11-1-07)(Rev. 10-15-97).................................................................................. 88 18 Resurfacing of Milled Surfaces(Eff. 10-1-95).............................................................................................................................. 90 19 PCC Partial Depth Bituminous Patching(Eff. 1-1-98).................................................................................................................. 91 20 Patching with Bituminous Overlay Removal(Eff. 10-1-95)(Rev.7-1-99)...................................................................................... 93 21 Epoxy Coating on Reinforcement(Eff. 4-1-97)(Rev. 7-15-97)..................................................................................................... 95 22 Protective Shield System(Eff.4-1-95)(Rev. 8-1-95)................................................................................................................... 96 23 Polymer Concrete(Eff.8-1-95)(Rev. 11-1-99)............................................................................................................................ 97 24 Controlled Low Strength Material(CLSM)(Eff. 1-1-90)(Rev. 1-1.00).......................................................................................... 99 25 Pipe Underdrains(Eff.9.9.87)(Rev. 1-1-98)..................................:........................................................................................... 104 26 Guardrail and Barrier Wall Delineation(Eff. 12-155-93)(Rev. 1-1-97)........................................................................................... 105 27 Bicycle Racks(Eff.4-1-94)(Rev. 1-1-97).................................................................................................................................... 110 28 Give em a Brake Sign(Eff.8-1-89)(Rev. 8-1-91)........................................................................................................................ 112 29 Portable Changeable Message Signs(Eff. 11-1-93)(Rev.2-1-96)............................................................................................... 113 30 Direction Indicator Barricades(Eff.7-1-99).................................................................................................................................. 114 31 Night Time Inspection of Roadway Lighting(Eff.5-1-96)............................................................................................................. 115 32 x Aggregate Gradation'Control System(Eff.7-1-95)...................................................................................................................... 33 English Substitution of Metric Bolts(Eff.7-1-96)......................................................................................................................... 118 34 English Substitution of Metric Reinforcement Bars(Eff. 4-1-96)(Rev.7-15-97)............................................................................ 35 Polymer Modified Emulsified Asphalt(Eff.5-15-89)..................................................................................................................... 120 36 Corrosion Inhibitor(Eff.3-1-90)(Rev.7-1-99)............................................................................................................................. 122 RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS LRS 1 Cooperation With Utilities(Eff. 1-1-99)(Rev. 1-1-02).................................................................................................................. 125 LRS 2 Furnished Excavation(Eff. 1-1-99)(Rev. 1-1-02)........................................................................................................................ 127 LRS 3 X Construction Zone Traffic Control(Eff. 1-1-99)............................................................................................................................ 128 LRS4 Flaggers in Work Zones(Eff. 1-1-99).......................................................................................................................................... 129 LRS 5 Construction and Maintenance Signs(Eff. 1-1-99)...................................................................................................................... 130 LRS 6 Bidding Requirements and Cor>oltions for Contract Proposals(Eff. 1-1-02).................................................................................. 131 LRS 7 X Bidding Requirements and Conddon>s for Material Proposals(Eff. 1-1-02)................................................................................. LRS 8 Failure to Complete the Work on Time(Eff. 1-1-99).................................................................................................................... 143 LRS 9 Bituminous Surface Treatments(Eff. 1-1-99).............................................................................................................................. 144 LRS 10 Reflective Sheeting Type C(Eff. 1-1-99)(Rev. 1-1-02)............................................................................................................... 145 LRS 11 X Employment Practices(Eff. 1-1-99).......................................................................................................:.................................... 146 LRS 12 X Wages of Employees on Public Works(Eff. 1-1-99)................................................................................................................. 148 "'NS 13 X Selection of Labor(Eff. 1-1-99).................................................................................................................................................. 149 INDEX FOR SUPPLEMENTAL SPECIFICATIONS Adopted January 1,2002 This sheet contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS and RECURRING LOCAL ROADS AND STREETS SPECIAL PROVISIONS. No ERRATA this year. SUPPLEMENTAL SPECIFICATIONS Std. Spec.Sec. Page No. No Supplemental Specifications this year.. Illinois Department of Transportation Special Provisions The following Special Provisions supplement the"Standard Specifications for Road and Bridge Construction", Adopted JANUARY 1,2002 , the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of 02-00000-00-GM and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. AGGREGATE SURFACE COURSE Aggregate Surface Course, CA-7 and CA-10 shall be the material used for street repair work performed by the Village. PREMIX PATCHING MATERIAL (HOT MIX) The patching material shall comply with the Specifications for Bituminous Class I Plant Mix informing to Section 406 of the Standard Specifications, or equal, subject to approval of the jineer. PREMIX PATCHING MATERIAL (COLD MIX) - FURNISH ONLY This item is for furnishing Premix Material (Cold Mix) for streets F.O.B. Village trucks at source. The basis of payment will be the Contract unit price per ton for Premix Patching Material (Cold Mix) which price shall include furnishing, loading and weighing in trucks furnished by the Village at the plant in quantities required. ' r ISP 02-23 ^ Page 1 of 2 Coarse Aggregate for Bituminous Courses Effective: November 1, 2000 Revised: January 1, 2001 Replace Article 1004.03(a) of the Standard Specifications with the following: (a) Description. The coarse aggregate for bituminous courses shall be according to the following table. 7 As .Seal or Gravel Cover Crushed Gravel Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag Crushed Concrete B Gravel Crushed Gravel Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Concrete I A or B and Crushed Gravel And IL-25.0 or Crushed Stone Superpave IL-19.0 Crushed Sandstone Binder Crushed Slag (ACBF) I C Crushed Gravel And Surface Crushed Stone Superpave Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag except when used as leveling binder Gravel — only when used in Class I Type 3CL or Superpave IL-9.5L D Crushed Gravel and Surface Crushed Stone (other than Limestone) Superpave Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag Limestone may be used in Mixture D if blended by volume in the following coarse aggregate percentages: • Up to 25% Limestone with at least 75% Dolomite • Up to 50% Limestone with at least 50% any aggregate listed for Mixture D except Dolomite Up to 75% Limestone with at least 25% Crushed Slag (ACBF) or Crushed Sandstone ISP 02-23 Page 2 of 2 I E Crushed Gravel and Surface Crushed Stone (other than Limestone and Dolomite) Superpave Crushed Sandstone No Limestone. Dolomite may be used in Mixture E if blended by volume in the following coarse aggregate percentages: • " Up to 75% Dolomite with at least 25% Crushed Sandstone, Crushed Slag (ACBF), or Crushed Steel Slag. When Crushed Slag (ACBF) or Crushed Steel Slag are used in the blend, the blend shall contain a minimum of 25% to a maximum of 75% of either Slag by volume. • Up to 50% Dolomite with at least 50% of any aggregate listed for Mixture E. If required to meet design criteria, Crushed Gravel or Crushed Stone (other than Limestone or Dolomite) may be blended by volume in the following coarse aggregate percentages: • Up to 75% Crushed Gravel or Crushed Stone (other than Limestone or Dolomite) with at least 25% Crushed Sandstone, Crushed Slag (ACBF), or Crushed Steel Slag. When Crushed Slag (ACBF) or Crushed Steel Slag are used in the blend, the blend shall contain a minimum of 25% to a maximum of 50% of either Slag by volume. I F Crushed Sandstone and Surface No Limestone. Superpave Crushed Gravel or Crushed Stone (except Limestone) may be used in Mixture F if blended by volume in the following coarse aggregate percentages: • Up to 50% Crushed Gravel or Crushed Stone with at least 50% Crushed Sandstone, Crushed Slag (ACBF), or Crushed Steel Slag. When Crushed Slag (ACBF) or Crushed Steel Slag are used in the blend, the blend shall contain a minimum of 50% to a maximum of 75% of either Slag by volume ISP 02-25 Page 1 of 1 Gradation for Fine and Coarse Aggregates Effective- April 1, 2001 IRevised: January 1, 2002 Add the following note to the tables titled "Fine Aggregate Gradations" in Article 1003.01(c) of the Standard Specifications: "6/ Any aggregate produced under the Department's current Policy Memorandum 'Aggregate Gradation Control System (AGCS)', shall meet the gradation requirements set under the AGCS program." Add the following note to the tables titled "Coarse Aggregate Gradations" in Article 1004.01(c) of the Standard Specifications: "9/ Any aggregate produced under the Department's current Policy Memorandum, 'Aggregate Gradation Control System (AGCS)', shall meet the gradation requirements set under the AGCS program." ISP 02-47 Page 1 of 1 Type III Barricades Effective: November 1, 2000 Revise the third paragraph of subparagraph (b) of Article 702.03 to read: "Barricade and wing barricade rails shall be no heavier than 25 mm (1 inch) thick lumber or plywood. The width of the rails shall be 200 to 300 mm (8 to 12 inches). Light weight weather resistant materials such as plastic, fiberglass, or sheet aluminum may be. used. The face of the barricade rails may be sloping or vertical. Nominal lumber dimensions shall .not be used to satisfy barricade component dimensions." r� ISP 02-56b Page 1 of 9 ERRATA for the 2002 Standard Specifications Effective: January 1, 2002 Revised: August 1, 2002 Page vi Change "SECTION 501. BITUMINOUS TREATED EARTH SURFACE..." to "SECTION 501. REMOVAL OF EXISTING STRUCTURES...". Page x Change the heading "WIRE AND CABLE" to "LIGHTING, WIRE AND CABLE'. Page x Change the heading "CONTROLLER" to "LIGHTING CONTROLLER". Page xi Change the heading "POLE AND TOWER" to "LIGHTING POLE AND TOWER". Page xi Change "SECTION 830. METAL POLES..." to "SECTION 830. LIGHT POLES...". Page xi Change the heading "FOUNDATION AND BREAKAWAY DEVICES" to "LIGHTING FOUNDATION AND BREAKAWAY DEVICES". Page xi Change the heading "SIGNAL MAINTENANCE' to "TRAFFIC SIGNAL MAINTENANCE'. Page xi Change the heading "CONTROLLERS" to "TRAFFIC SIGNAL CONTROLLERS". Page xii Change the heading "CONTROL EQUIPMENT" to "TRAFFIC SIGNAL CONTROL EQUIPMENT". Page xii Change the heading "WIREWAY AND CONDUIT SYSTEM" to "TRAFFIC SIGNAL WIREWAY AND CONDUIT SYSTEM". Page xii Change the heading "WIRE AND CABLE' to "TRAFFIC SIGNAL WIRE AND CABLE'. Page xii Change the heading "POST AND FOUNDATION" to "TRAFFIC SIGNAL POST AND FOUNDATION". Page xii Change the heading "SIGNAL HEAD" to "TRAFFIC SIGNAL HEAD". Page xii Change the heading "DETECTION" to "TRAFFIC SIGNAL DETECTION". Page xii Change the heading "MICELLANEOUS" to "TRAFFIC SIGNAL MICELLANEOUS". Page xiii Change the heading "REMOVAL AND RELOCATION" to "TRAFFIC SIGNAL REMOVAL AND RELOCATION". Page 12 Article 104.07(d). In the third line of the sixth paragraph change "(B-AC)" to "(B-A-C)". Page 13 Article 104.07(d). In the third line of the ninth paragraph change "(6-AC)" to "(B-A-C)". Page 30 Article 107.16. In the second sentence of the first paragraph delete "Legal Regulations and Responsibility to Public". Page 34 Article 107.22(b). In the fifth line of the first paragraph change "Illinois Department of Conservation" to "Illinois Department of Natural Resources". Page 35 Article 107.22(c). In the seventh line of the first paragraph change "Illinois Department of Conservation" to "Illinois Department of Natural Resources". Page 35 Article 107.22(c)(2). In the first line of the second paragraph change "Department of Conservation" to "Department of Natural Resources". Page 40 Article 107.30. In the third line of the third paragraph change "tp" to "to". I r. Page 46 Article 108.04. In the fourth line of the first paragraph change "40 days" to "ten days". Page 71 Article 202.03. In the fourth line of the fifth paragraph change "sight" to "site". I I ISP 02-56b Page 2 of 9 Page 81 Article 205.04(x). In the first line of the second paragraph change "0.5 sq m" to "0.2 sq m". Page 81 Article 205.04(a). In the last line of the fourth paragraph change "205.06" to "205.05". Page 81 Article 205.04(b). In the last line of the first paragraph change "205.06" to "205.05". Page 98 Article 250.07. Change the last CLASS -TYPE listing in the first column from "4 Native Grass 4, 6/" to "4 Native Grass 6/, 8/". Page 130 Article 282.03. Delete the first three sentences of the first paragraph. Page 140 Article 301.05. In the second line of the first paragraph change "Type 8" to "Type B". Page 144 Article 302.08. In the first sentence of the second paragraph change "not than" to "not less than". Page 171 Article 312.31. In the seventh line of the second paragraph change "relative durability" to "minimum relative dynamic modulus of elasticity". Page 183 Article 352.18(a). Revise the first paragraph to read, "Per square meter (square yard)for PROCESSING SOIL-CEMENT BASE COURSE, of the thickness specified." Page 185 Article 353.07. Change "420.10(g) to "420.10(f)". Page 185 Article 353.11. In the third line of the second paragraph change "(160 ft)" to "(16 ft) Page 246 Article 406.23. In the fifth and sixteenth lines of the . fifth paragraph change "1102.01(a)(13)" to "1102.01(a)(9)". Page 257 Article 420.02(d). Change "1050" to "1050.01, 1050.02". Page 257 Article 420.02. Delete "(g) Preformed Elastomeric Compression Joint Seals for Concrete......1053.01". Page 301 Article 442.10. In the first line of the second paragraph change "extend" to "extent". Page 302 Article 442.10. In the first sentence of the last paragraph change "Class A, Class B, or Class B (Hinge Jointed)" to "Class A or Class B", Page 321 Article 450.02(b). Add Article "1051.09" for Preformed Expansion Joint Filler. Page 338 Article 501.05. Revise the fifth paragraph to read "Removal of existing pipe culverts will be paid for at the contract unit price per meter (foot) for PIPE CULVERT REMOVAL, which price shall include any headwalls or aprons attached to the culvert." Page 338 Article 501.05. Revise the sixth paragraph to-read "Removal of existing slope wall will be paid for at the contract unit price per square meter (square yard) for SLOPE WALL REMOVAL." Page 363 Article 503.17(e)(1). Delete the last sentence of the first paragraph. Page 380 Article 504.06(c)(6). In the second and sixth lines of the fifth paragraph change "4 °C (40 °F)" to "22 °C (40 °F)". Page 395 Article 505.04(f)(2). Delete the last sentence of the ninth paragraph. Page 395 Article 505.04(f)(2). Add the following paragraph after the ninth paragraph, "The fastening systems shall meet the following requirements:". r Page 406 Article 505.04(q)(1). Change subparagraph "(a)" and "(b)" to "a." and "b." respectively. Page 425 Article 506.04(d). In the first line of the first paragraph change "wither" to "either". ISP 02-56b Page 3 of 9 Page 426 Article 506.04(k). In the first and fourth lines of the first paragraph change "must" to "shall". Page 459 Article 512.18(1). In the second line of the first paragraph change "TEST PILES" to "TEST PILE". Page 485 Article 542.03. In the material list for Class D pipes, change the reference for Corrugated Polyethylene (PE) Pipe with a Smooth Interior from "Article 1040.23" to "Article 1040.22". Page 490 Article 542.03, Table IB (-English). In the fifth column change the eight occurrences of "0.07" to "0.079", the seven occurrences of "0.10" to "0.109" and the four occurrences of "0.13" to "0.138". Page 492 Article 542.03, Table IC (English). In the third Column change the seven occurrences of "0.10" to "0.105", the two occurrences of "0.13" to "0.135" and the two occurrences of "0.16" to "0.164". Page 499 Article 542.03, Table 1116 (English). Revise the table to read: PIPE CULVERTS(ENGLISH) TABLE—IIIB:PLASTIC PIPE PERMITTED FOR THE RESPECTIVE DIAMETERS OF PIPE AND FILL HEIGHTS OVER THE TOP OF THE PIPE Nominal Type 3 Fill Height:Greater than 10 ft and not Exceeding 15 ft Type 4 Fill Height:Greater than 15 ft not Exceeding 20 ft Diameter PVC CPVC PVCPW PVCPW PE PEPW PVC CPVC PVCPW PVCPW (n') .794 -304 -794 -304 10 X NA NA X NA X NA NA 12 X X X X X NA X X X X 15 X X X X NA NA X X X X 18 X X X X X X X X X X 21 X X X X NA X X X X X 24 X X X X X X X X X X 30 X X X X X X X X X X 36 X X X X I X I X I X I X I X X Page 500 Article 542.03, Table IIIC (English). Revise the table to read: PIPE CULVERTS(ENGLISH) TABLE-IIIC:PLASTIC PIPE PERMITTED FOR THE RESPECTIVE DIAMETERS OF PIPE AND FILL HEIGHTS OVER THE TOP OF THE PIPE Type 5 Fill Height:Greater Than 20 ft Type 6 Fill Height:Greater than 25 ft Type 7 Fill Height:Greater than Nominal Not Exceeding 25 ft Not Exceeding 30 ft 30 ft.Not Exceeding 35 It Diameter PVC CPVC PVCPW PVCPW PVC CPVC PVCPW PVCPW PVC (in.) -794 -304 -794 -304 10 X NA NA X NA NA X 12 X X X X X X X X X 15 X X X X X X 18 X X X X X X 21 X X X X X X 24 X X X X X X 30 X X X 36 X X X r\ ISP 02-56b Page 4 of 9 Page 505 Article 542.04(h). Add the following paragraphs after the first paragraph: " For PVC and PE pipe culverts with diameters 600 mm (24 in.) or smaller, a mandrel drag shall be used for deflection testing. For PVC and PE pipe culverts with diameters over 600 mm (24 in.), deflection measurements other than by a mandrel shall be used. Where the mandrel is used, the mandrel shall be furnished by the Contractor and pulled by hand though the pipeline with a suitable rope or cable connected to each end. Winching or other means of forcing the defection gauge through the pipeline will not be allowed. The mandrel shall be of a shape similar,to that of a true circle enabling the gauge to pass through a satisfactory pipeline with little or no resistance. The mandrel shall be of a design to prevent it from tipping from side to side and to prevent debris build-up form occurring between the channels of the adjacent fins or legs during operation. Each end of the core of the mandrel shall have fasteners to which the pulling cables can be attached. The mandrel shall have nine various sized fins or legs of appropriate dimension for various diameter of pipes. Each fin or leg shall have a permanent marking that states its designated pipe size and percent of deflection allowable. The outside diameter of the mandrel shall be 95 percent of the base inside diameter, where the base inside diameter is: (1) For all PVC pipe and Profile Wall PE pipe: as defined using ASTM D 3034 methodology. (2) For all other PE pipe: the average inside diameter based on the minimum and maximum tolerances specified in the corresponding ASTM or AASHTO material specifications. If the pipe is found to have a deflection greater than that specified, that pipe section shall be removed, replaced and retested." Page 508 Article 542.04(g). Delete the first four paragraphs appearing on the page. Page 579 Article 606.14. In the third line of the second paragraph change "mm (4 in.)" to "MM (4 ^ INCH)" Page 582 Article 609.07. In the third line of the first paragraph change "TYPE C or D INLET BOX STANDARD 609006" to "TYPE B, C or D INLET BOX STANDARD 609006". Page 599 Articles 638.02(a) and 638.02(d). Change "1086" to "1085". Page 635 Article 701.03. Revise the first paragraph to read: "Equipment. Equipment shall be according to the following Articles of Section 1100— Equipment:": Page 650 Article 701.06(g). Delete the second paragraph. Page 652 Article 701.08(a). In the third Line of the first paragraph change "TARAFFIC" to "TRAFFIC". Page 652 Article 701.08(a). In the seventh line of the first paragraph change "401411" to 701411". Page 652 Article 701.08(a). In the ninth line of the first paragraph change "AT THE LOCATION SPECIFIED" to ", at the location specified". Page 655 Article 702.03(b). Delete the last sentence of the second paragraph. Page 661 Article 703.04. In the eighth line of the first paragraph change "four degree" to " 45 degree". Page 693 Article 780.10. Revise the second sentence of the ninth paragraph to read "The bond shall be executed prior to acceptance and final payment of the non-pavement marking items and shall be in full force and effect until final performance inspection and performance acceptance of the epoxy, thermoplastic, preformed thermoplastic, and preformed plastic pavement markings. Page 693 Article 780.10. In the twelveth line of the ninth paragraph change "thermoplastic" to "pavement marking". f ISP 02-56b Page 5 of 9 Page 696 Article 781.03(a). In the last sentence of the second paragraph change "ASTM C 881, Type IV, Grade 2 or 3" to "AASHTO M 237'. Page 715 Article 806.03. In the last sentence of the first paragraph change "the top of the grounding electrode" to 100 mm (4 in.) below the exothermic connection". Page 728 Change the heading "WIRE AND CABLE" to "LIGHTING, WIRE AND CABLE". Page 728 Article 816.03(a). Revise the first sentence of the first paragraph to read, "The unit duct shall be installed according-to the NEC, directly from the reels on which the unit duct was shipped, in continuous spans from terminal to terminal without splicing the duct or cables." Page 730 Article 817.03. Revise the third sentence of the sixth paragraph to read, "The cable shall be installed in continuous spans between terminal points and splicing will only be permitted in pole handholes or junction boxes on bridge structures above grade." Page 734 Article 821.07. Revise the third paragraph to read, 'The mounting shall provide the correct position of the luminaire as recommended by the manufacturer and shall be able to withstand assigned loading according to AASHTO. The sign lighting installation shall include all aluminum conduit, fittings, attachment hardware, cable and a disconnect switch with a lockable exterior handle mounted within reach from the walkway". Page 735 Change the heading "CONTROLLER" to "LIGHTING CONTROLLER". Page 735 Article 825.01. Revise the first sentence of the first paragraph to read "This work shall consist of furnishing and installing an electrical control cabinet with control device(s), distribution equipment, foundation, grounding and wiring for control of roadway lighting." Page 738 Change the heading "POLE AND TOWER" to "LIGHTING POLE AND TOWER". Page 738 Change "SECTION 830. METAL POLES" to " SECTION 830. LIGHT POLES". Page 741 Change the heading "FOUNDATION AND BREAKAWAY DEVICES" to "LIGHTING FOUNDATION AND BREAKAWAY DEVICES". Page 745 Article 837.03(b). In the fourth line of the first paragraph change "503.07(a)" to "503.07". Page 754 Change the heading "SIGNAL MAINTENANCE" to "TRAFFIC SIGNAL MAINTANENCE". Page 756 Change the heading "CONTROLLERS" to 'TRAFFIC SIGNAL CONTROLLERS". Page 758 Change the heading "CONTROL EQUIPMENT" to "TRAFFIC SIGNAL CONTROL EQUIPMENT'. Page 761 Change the heading "WIREWAY AND CONDUIT SYSTEM" to "TRAFFIC SIGNAL WIREWAY AND CONDUIT SYSTEM". Page 762 Change the heading "WIRE AND CABLE" to "TRAFFIC SIGNAL WIRE AND CABLE". Page 770 Change the heading "POST AND FOUNDATION" to 'TRAFFIC SIGNAL POST AND FOUNDATION". Page 773 Change the heading "SIGNAL HEAD" to "TRAFFIC SIGNAL HEAD". Page 774 Article 880.03. In the fourth line of the second paragraph change "optic all" to "optically". Page 776 Change the heading "DETECTION" to "TRAFFIC SIGNAL DETECTION". Page 786 Article 1001.06. Delete the second paragraph. Page 798 Article 1004.01(c). In the fifth line of the second table, Coarse Aggregate Gradations (English), delete "8±4", the percent of CA 1 passing of the No. 200 sieve. , 1 ISP 02-56b ~ Page 6 of 9 Page 798 Article 1004.01(c). In the sixth line of the second table, Coarse Aggregate Gradations (English), add "8±4" for the percent of CA 2 passing the No. 200 sieve. Page 799 Article 1004.01(c). In notes 4/, 5/, and 6/, replace the four occurrences of" "with Page 814 Article 1006.04(b). In the third line of the first paragraph change "A 769W to "A 709W and "A 769" to "A 709". Page 815 Article 1006.09. Delete the paragraph after the table. Page 820 Article 1006.25. In the fourth line of the second paragraph change "toinstallation" to "to installation". Page 822 Article 1006.27(b). In the first line of the second paragraph change "ASTM F 669" to "ASTM F 1043". Page 847 Article 1009.05. Delete the last sentence of the first paragraph. Page 864 Article 1020.04. Revise Table 1 to read: TABLE 1.(CONT'D)CLASSES OF PORTLAND CEMENT CONCRETE AND MIX DESIGN CRITERIA Mix Design Mix Design Class Slump, Compressive Strength, Flexural Strength, Air Coarse Aggregate of mm kPa kPa Content, Gradations Permitted Concrete Days Oa s 3 14 28 3 14 BD 50-100 Min. Min. 5.0-8.0 CA-7,CA-11 or 27,500 4650 CA-14 PC 25-75 Min. 5.0-8.0 CA-7,CA-11, 31,000 CA-14 or 25-75 Min. 5.0-8.0 CA-7&CA-16 27,500 PS 25-75 Min. 5.0-8.0 CA-7,CA-11, 34,500 CA-14 or CA-7&CA-16 Pv 20-40 Ty.III Min. Ty.III Min. 5.0-8.0 CA-5&CA-7, Cem. 24,000 Cem. 4500 CA-5&CA-11, Min. Mina CA-7,CA-11 or 24,000 4500 CA-14 PP 100 Max. 4.0.7.0 CA-7,CA-11, CA-13,CA-14, or CA-16 MS 50-100 Min. Min. 5.0-8.0 CA-3&CA-7, 24,000 4500 CA-3&CA-11, CA-5&CA-7, CA-5&CA-11, CA-7 or CA-11 SI 50-100 Min. Min. 5.0-8.0 CA-7,CA-11 24,000 4500 or CA-14 RR 50-100 4.0-7.0 CA-7,CA-11 or CA-14 Sc 75-125 Min. Min. N/A CA-3&CA-7, 24,000 4500 CA-3&CA-11, CA-5&CA-7, CA-7&CA-11, CA-7 or CA-11 SH 20-40 Min. Min. 5.0-8.0 CA-5&CA-7, 18,500 3500 CA-5&CA-11, CA-7,CA-11,or CA-14 Page 865 Article 1020.04. In the second and third columns of Table 1, add "Pile Encasement" and "512" respectively to the Class SI Concrete section. ISP 02-56b ~ Page 7 of 9 Page 866 Article 1020.04. Revise Table 1 to read: TABLE 1.(CONT'D)CLASSES OF PORTLAND CEMENT CONCRETE AND MIX DESIGN CRITERIA Mix Design Mix Design Class Slump, Compressive Strength, Flexural Strength, Air Coarse Aggregate of In, si si Content, Gradations Permitted Concrete Days Days 3 14 28 3 1 14 BD 2-4 Min. Min. 5.0-8.0 CA-7,CA-11 or 4000 675 CA-14 PC 1-3 Min. 5.0-8.0 CA-7,CA-11, 4500 CA-14 or 1-3 Min. 5.0-8.0 CA-7&CA-16 4000 PS 1-3 Min. 5.0-8:0 CA-7,CA-11 5000 CA-14 or CA-7&CA-16 Pv 314- Ty. III Min. Ty.III Min, 5.0-8.0 CA-5&CA-7, 1 112 Cam. 3500 Cem. 650 CA-5&CA-11, Min. Min. CA-7,CA-11 or 3500 650 CA-14 PP 4 Max. 4.0-7.0 CA-7,'CA-11, CA-13,CA-14, or CA-16 MS 2-4 Min. Min. 5.0-8.0 CA-3&CA-7, 3500 650 CA-3&CA-11, CA-5&CA-7, CA-5&CA-11, CA-7 or CA-11 sl 2-4 Min. Min. 5.0-8.0 CA-7,CA-11 3500 650 or CA-14 RR 2-4 4.0-7.0 CA-7,CA-11 or CA-14 SC 3-5 Min. Min. N/A CA-3&CA-7, 3500 650 CA-3&CA-11, CA-5&CA-7, CA-7&CA-11, CA-7 or CA-11 SH 3/4- Min. Min. 5.0-8.0 CA-5&CA-7, 1 1/2 2700 500 CA-5&CA-11, CA-7,CA-11,or CA-14 Page 872 Article 1020.06. Revise the second paragraph to read, "When fly ash, ground granulated blast furnace slag, high-reactivity metakaolin, or microsilica are used as part of the cement in a concrete mix, the water/cement ratio will be based on the total cementitious material contained in the mixture." Page_ 887 Article 1020.13(d)(4). Revise the second sentence of the first paragraph to read, "On non- traffic surfaces which receive protective coat according to Article 503.19, a linseed oil emulsion curing compound meeting the requirements of Article 1022.01 will be permitted between April 16 and October 31 of the same year, provided it is applied with a mechanical sprayer meeting the requirements of Article 1101.09(b)." Page 932 Article 1067.01(a)(1). Revise the first paragraph to read, "The lamp socket shall be mogul type, glazed porcelain, one piece rolled threads with stationary socket lead connectors that will not move during lamp insertion and removal. It shall be provided with a grip or suitable device to hold the lamp against vibration. The rating of the socket shall exceed the lamp starting voltage, or starting pulse voltage rating." Page 933 Article 1067.01(a)(5)a. Delete the last two sentences of the sixth paragraph. Page 934 Article 1067.01(a)(5)b. Revise the fifth sentence of the third paragraph to read, "Proper ignition shall be provided over a range of-15 percent to +5 percent of rated voltage." ISP 02-56b ' Page 8 of 9 Page 938 Article 1067.01(c)(1)a. In the first line of the second paragraph change "60 to 75 mm (2 3/8 to 3 in.)" to "50 to 60 mm (2 to 2 3/8 in.)". Page 945 Article 1067.01(f)(2)e. At the, end of the first sentence of the first paragraph change "maximum voltage of 3,300 volts." to "rated voltage of 600 V.". Page 954 Article 1068.01(e)(2)h. In the third line of the first paragraph change "350" to "377", "520" to "560" in the fourth line and "illmination" to "illumination" in the fifth line. Page 960 Article 1069.01(b)(2)d. In t-ie eleventh line of the first paragraph change "anit-sieze" to "anti-seize". Page 964 Article 1069.01(c)(1). In the fourth line of the second paragraph change "10" to 11". Page 967 Article 1069.01(c)(2)c.2. Revise the first sentence of the second paragraph to read "The davit arm shall have a 90 mm (3 1/2 in.) minimum inside diameter at the slip joint." Page 967 Article 1069.01(c)(2)c.2. In the fourth line of the second paragraph change "50 mm (2 in.)" to."60 mm (2 3/8 in.)". Page 969 Article 1069.01(c)(3)b.2. In the second line of the second paragraph revise "50 mm (2 in.)" to "60 mm (2 3/8 in.)". Page 972 Article 1069.01(e)(4). Revise the second sentence of the first paragraph to read, "Poles shall have a single piece shaft with a 250 mm (10 in.) minimum outside bottom diameter at ground line, tapering to a 130 mm (5 in.) minimum outside top diameter." Page 978 Article 1069.04(b). In the first line of the eighth paragraph change "door' to "pocket door". Page 981. Article 1069.04(d)(1). In the fourth line of the second paragraph change "Feferal" to "Federal". Page 981 Article 1069.04(d)(3). In the first line of the first paragraph change "Towrs" to "Towers". Page 988 Article 1070.01. In the table after the first paragraph, change the references for both Helix Screw and Pilot Point from "ASTM A635" and "ASTM A575", respectively, to "AASHTO M 270M, Grade 250 (M 270, Grade 36)". Page 988 Article 1070.02. Delete the second sentence of the first paragraph Page 988 Article 1070.02. In the first sentence of the second paragraph delete "hot dip". Page 1020 Article 1079.02. Change second subparagraph "(b)" to "(c)". Page 1048 Article 1086.01(a)(7). Add the following to the end of the first paragraph, "Where installed in a heavy salt spray environment, the enclosure shall be stainless steel." Page 1094 Article 1095.05(k). Delete the second sentence of the fifth paragraph. Page 1165 In the subject Index change the following referenced page numbers: Aboriginal Records and Antiquities from "26" to "33". Backfill, for pipe drains from "657"to "561". . Backfill, for pipe underdrains from "658" to "561". Backfill, for sight screens from "600, 604" to "601, 605". Backfill, for underground storage tanks from "616" to "626". n ISP 02-56b Page 9 of 9 Page 1166 In the subject Index change the following referenced page numbers: Bolts, anchor from "368" to "356". Bolts, high strength steel from "422" to "393". Bolts, turned and ribbed from "421" to "393". Cable, road guard from "712" to "595". Chemical Adhesive from "1053" to "899". Concrete, collars from "595" to "512". Concrete, Materials, haul time from "874" to "880". Curb, bituminous shoulder from "727' to "605". Curb, concrete shoulder from '729" to "606". Page 1167 In the subject Index change the following referenced page numbers: Ditch, paved, removal from "303" to "283". Elastic Joint Sealer from "651" to "555". Fence, chain link from "610" to "608". Fiberglass Fabric Repair System from "335" to "308". Fire Hydrant, moving from "632" to "538". Flaggers from '776" to "638". Foundations, concrete, for sign structures.from "818" to "682". Gates, sluice from "688" to "580". Grout, epoxy, materials from "897' to "898". Guardrail, temporary from "801" to "665". Page 1168 In the subject Index change the following referenced page number: ,-� Mulch from "96" to "104". Page 1169 In the subject Index change the following referenced page numbers: Patching, class A, B, C & D from "228" to "288". Pavement Marking from "823" to "687'. Pole, metal light from "971" to "738". Page 1170 In the subject Index change the following referenced page numbers: Reinforcement Bars from "482" to "434". Rumble Strips, temporary from '791" to "653". Screen, chain link fence sight from "722" to "602". Screen, glare from '718" to "599". Page 1171 In the subject Index change the following referenced page numbers: Signs, construction from "1221" to "1042". Signs, maintenance of from "1225" to "1045". Slope Wall from "494" to 442". Sodium Chloride, Material from "1012" to "860". Terminals, traffic barrier from "702" to "589". Page 1172 In the subject Index change the following referenced page numbers: Trench, for electrical work from "860" to '726". Vaults, valve from "665" to "566". Waiver of Legal Rights from "343" to "43". Waterproofing, railway structures from"634" to "539". ` LR 109 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR CONTRACT CLAIMS Effective: January 1, 2002 Revised: May 1, 2002 All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. 109.09 Contract Claims. Revise the second sentence of subparagraph (a) of Article 109.09 to read: "All claims shall be submitted to the Engineer." Revise subparagraph (e) of this Article to read: "Procedure. All Claims shall be submitted to the Engineer. The Engineer shall consider all information submitted with the claim. Claims not conforming to this Article will be returned without consideration. The Engineer may schedule a claim presentation meeting if in the Engineer's judgement such a meeting would aid in resolution of the claim, otherwise a decision will be based on the claim documentation submitted. A final decision will be rendered within 90 days of receipt of the claim. Full compliance by the Contractor with the provisions specified in this Article is a �. contractual condition precedent to the Contractor's right to seek relief in the Court of Claims. The Engineer's written decision shall be the final administrative action of the Department. Unless the Contractor files a claim for adjudication by the Court of Claims within 60 days after the date of the written decision, the failure to file shall constitute a release and waiver of the claim." LR 663 Page 1 of 2 '~ State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of Local Roads and Streets SPECIAL PROVISION FOR CALCIUM CHLORIDE APPLIED Effective June 1, 1958 Revised January 1, 2002 All references to Sections or Articles in this specification shall be construed to mean a specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. Description. This work consists of furnishing and applying to aggregate base or surface courses a solution of calcium chloride. The same type of solution shall be used throughout the work. Materials. Materials shall meet the requirements of the following Articles of Section 1000 Materials: Item Article/Section .-. (a) Water .....................................................:............................................. 1002 (b) Calcium Chloride - CaC12 (Note 1) ......................................................... 1013.01 Note 1. Calcium chloride may be Type S (solid) or Type L (liquid). Type S may be Grade 1 (77%), Grade 2 (90%), or Grade 3 (94%). Type L may have chloride contents of 30 to 45%. The Engineer shall determine percent calcium chloride required. The Contractor shall provide the State with the appropriate mixing formula for Type S and water to achieve the required percentage. The Contractor shall supply the Type L at the percent calcium chloride specified. Equipment. A tank truck or spreader unit assembly, equipped with spray bars and nozzles shall be used. A positive displacement pump driven from a power source or from the wheels of the spreader/unit assembly shall be used to develop sufficient pressure at the spray bar nozzles to insure uniform distribution of the solution at the specified application rate. Spray bars of various lengths shall be used so that the solution may be applied in widths varying from 1.2 to 7.2 meters (4 to 24 feet). The motor vehicle shall be capable of maintaining a constant speed during the time of application. The tank truck or spreader/unit assembly shall be equipped with a suitable device, visible to the driver, to accurately determine the rate at which the solution is applied. Suitable charts shall be furnished to enable correlation of the vehicle speed and rate of application. When the tank truck is used to mix calcium chloride Type S with water, the pump and piping shall be so arranged that thorough mixing of the ingredients will be accomplished as rapidly as ^ possible without excessive heating. LR 663 Page 2 of 2 ^ Certification. At the time of delivery, the supplier shall furnish the purchaser two copies of the delivery report that shall contain the following data: (a) The liters (gallons) at 25 °C (77 °F) and weight of solution delivered. (b) The specific gravity and temperature of the solution at the time of loading. (c) The percentage of calcium chloride in the solution. (d) The percentage of magnesium chloride and alkali chlorides contained in the solution Sampling and Testing. The first truck load shipped of a contract will be sampled at its destination by the purchaser's personnel. Random check samples representing 10% of the contract quantity shall be taken of subsequent loads. The samples shall be packaged in an 1 quart plastic container and sent with the certification data sheet to the Bureau of Materials and Physical Research, 125 East Ash Street, Springfield, IL 62704, for testing. CONSTRUCTION REQUIREMENTS General The rate of application per square meter (square yard) and the quantity shown in the contract is based on the amount of chloride to be applied. The actual application rate shall be, the rate shown in the contract divided by the decimal equivalent of the percent chloride. Application Rate. The rate of application shall be kg per square meter (_ pounds per square yard) Note 2. The normal application rate is 0.68 kg per square meter (1.2 pounds per square yard). The specified application rate shall be between 0.45 to 0.84 kg per square meter (0.8 to 1.5 pounds per square yard). Application of Calcium Chloride Solution. The solution shall be applied to the base or surface course through the spray bars in not more than two applications. The entire surface shall be covered uniformly without excessive transverse or longitudinal overlap. The solution may be applied to irregular-shaped areas by means approved by the Engineer. Method of Measurement. Calcium chloride applied will be measured for payment by mass (weight) in metric tons (tons). The quantity of calcium chloride for which payment will be made will be the total mass (weight) multiplied by the decimal equivalent of the percent of anhydrous chloride. Basis of Payment. This work will be paid for at the contract unit price bid per metric ton (ton) Ifor CALCIUM CHLORIDE APPLIED. LR 1013 I Page 1 of 1 State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of Local Roads and Streets SPECIAL PROVISION FOR ROCK SALT Effective August 1, 1969 _-Revised January 1, 2002 All references to Sections or Articles in this specification shall be construed to mean a specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. Description. This item shall consist of furnishing rock salt (sodium chloride) in bins or stockpiles at location designated in the Proposal. Materials. Material shall meet the requirements of Article 1013.02 except that the gradation shall be as follows: Passing 12.5 mm (1/2 inch) sieve 100 % Passing 9.5 mm (3/8 inch) sieve 95 - 100 % Passing 4.75 mm (No. 4) sieve 20 - 90 % Passing 2.36 mm (No. 8) sieve 10 - 60 % Passing 600 lam (No. 30) sieve 0 - 10 % The Department reserves the right to reject any shipments of rock salt which are delivered in a frozen or caked condition or which contain free water. The Department reserves the right to accept delivery of Rock Salt which, according to analysis by the Department, has a sodium chloride (NaCI) content of less than 96.0 %, but is not less than 90.0 %. Material with less than 90.0 % sodium chloride will be rejected. When such exceptions are allowed, payment will be adjusted. Method of Measurement. Rock salt will be measured by the metric ton (ton). I Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton) for fumishing and transporting ROCK SALT based on the sodium chloride content. Payment wilt be in accordance with the following schedule: NaCl Content 96.0% to 100.0% Net Bid price per ton. NaCl Content 95.0% to 95.9% Bid price less $0.50 per metric ton (ton). NaCl Content 94.0% to 94.9% Bid price less$2.00 per metric ton (ton). NaCl Content 90.0% to 93.9% Bid price less $4.00 per metric ton (ton). {S}jj STATE OF ILLINOIS - DEPARTMENT OF TRANSPORTATION Division of Highways - Bureau of M � y .tiYY±:. aterials 8 Physical Research LIST OF "M" SPECIFICATIONS Effective February 1, 2002 ry, # �i ` - Sen�a(No _ Date ...- <... ... St3ecificatiori for . 1A 4-87 03/01/87 Wood Lath Snow Fence 41 14-96 04115196 RESCINDED vi 16-95 09/01/95 REPLACED by Bureau of Operations T30-96, Specifications for Wood Sign Posts A 17-02 02/01/02 Bituminous Mixture for Maintenance Use, Emulsified Asphalt Type A 19-02 02101/02 Bituminous Mixture for Maintenance Use, Liquid Asphalt Type 4 20-02 02/01/02 Bituminous-Sand Mixture for Maintenance Use 1 21-87 08/16/87 REPLACED by AASHTO Specification M281, Steel Fence Posts and Assemblies, Hot Wrought 1 26-96 09/01/96 REPLACED by Standard Specifications for Road and Bridge Construction, Article 1095.07, Glass Beads for Pavement Markings 31-95 09/01/95 RESCINDED '2-65 04/15/65 REPLACED by Standard Specifications for Road and Bridge Construction, Section 663, Calcium Chloride Applied 33-57 06/03/57 REPLACED by AASHTO Specification M144, Calcium Chloride Type S, Grade 1, Class A (77% Flake) and Type S, Grade 3, Class B (94% Pellets) 36-86 06/01/86 REPLACED by AASHTO Specification M143 Sodium Chloride, T 37-02 02/01/02 Cutting Edges for Grader Blades Type I, Grade 1 38-95 09/01/95 RESCINDED 48-02 02/01/02 Bituminous Premix for Maintenance Use, Inverted Emulsified Asphalt CBAE-2 50-02 02/01/02 Cutting Edges for Snow Plows 97-61 01/03/61 RESCINDED 98-68 08101/68 RESCINDED 102-61 01/03/61 RESCINDED 107-74 1010184 RESCINDED 119-02 02/01/02 Fast-Dry Black Pavement Marking Paint 120-00 01/01/00 Bituminous Premix for Maintenance Use-Optimix, Syicrete, UPM, QPR-2000, EZ Street- Proprietary Sources 121-78 05/01178 REPLACED by AASHTO Specification M144, Calcium Chloride, Type L, 32% 122-85 08/15/85 RESCINDED i A i List of"M"Specifications Page 2 Effective Sedal No. ate . Speccation for M 123-88 10/01/88 Fast-Dry Pavement Marking Paint, White and Yellow (Chlorinated Rubber Type) M 124-81 02/01/81 Tarpaulins M 125-89 11/16/89 RESCINDED M 126-95 09101/95 Bituminous Mixes for Maintenance Use, Reinforced Fiber Mixture M 127-87 03/01/87 REPLACED by M 131-92 M 128-02 02/01/02 Rubber Cutting Edges for Snow Plows M 129-08 08/01/88 RESCINDED M 131-92 11/01/92 Polyethylene Plastic Mesh Snow Fence M 132-96 07/01/96 REPLACED by Check Sheet Special Provision entitled POLYMER CONCRETE M 133-96 02/02/96 Bituminous Premix for Maintenance Use, Instant Road Repair- Proprietary M 134-02 02/01/02 Bituminous Premix for Maintenance Use, SMP - Proprietary M 135-00 05/01/00 Fast-Dry Pavement Marking Paint—Black (Lead Free Waterbome Type) R W W KK/dg/Msp eclst r'\ i Scale o rilinois Department of Transportation Division of Hiahways Springfield i SPECIFICATIONS FOR 3IMfINOUS PREMIX FOR XAIXTENAINCE USE EffULSIFIED ASP-UT HrL-300 OR IW ERTED a 1ULS IFIED ASPHALT C3AE-2 Serial Number: M 48-79 (Revised April 1, '_979) '_. DESCRIPTION. The bituminous prep ix shalll be composed of mineral aggregates lniirl. oly coated :,rich either emulsified asphalt HFE-300 or inverted emulsified asphalt C3AE-2 plus additive, prepared hot as further described herein, sha11 a:ca_bit co".stripping of the bituminous material from the aggregate when immersed is later L--=ediately after mixing, and shall be capable of being stockpiled over a oeried of at least six months without hardening. The mixture shall be capable OF being loaded into trucks by either hand shovels or power loading equipment, shall be sufficiently workable for placing with shovels, rakes or other hand tools, and shall readily compact by hand tamping, hard or power rolling, or under the action of traffic ac the muting temperature or at temperatures as low as 15° F. , immediately after oreoaraticn or over a period of ac least sic months in a stockpile. The m.xture shall remain in place c:hen. used to patch wet or dry pavements and shall be stable under neural traffic conditions. 2. HkT:-:RL;I.S. Control of the materials shall be in accordance with the genera= requirements of Section 106 of the cu=ent Standard Specifications for Road and Bridge Cocstruction. At the discretion of the Engineer, a twenty-five -,pound sac?le of the aggregate(s) , a one-quart sample of the bituminous material and'a one-pint sample of the additive shall be submitted to the Bureau of Mate=ials and ?hysical Research, 125 East Ash Street, Springfield, Illinois, for chec�ing the dosage rate and compatibility of the additive with the other ingredient materials. (a) A•Lgregate 1. Coarse Aggregate shall consist of crushed stone, crushed gravel, or chats, of Class C. quality or better, as defined in Article 704.01 of the above cited Standard Specifications. (b) Additive L. Vhen CBAE-2 is used, an anti-stripping additive approved by the Department shall be required. iae additive shall be added to the bituminous material at the dosage rate (0.8 to 1.5 percent by weight of total Liquid) recommended by the En,=veer and shall be thorough_y aired for at least Lour (4) hours prior to being incorporated into :he mi . A list of approved additives is available on request.. (c) 3i-_ni_^_cus Macer:al ate bicuminous materials used shall be either emulsified asphalt H17E-300 or inverted emulsified asphalt C3AE-2. The Engineer reserves the right cc specify the grade which shall be used. 1. Emulsified asphalt Htc-300 shall conform to the requirements- given j in Specifications for Emulsified Asphalt HFE-60, HFE-90, HFE-150, and HFE-300, Serial No . ;i 87. Emulsified. asphalt HFE-300 shall be formulated cc possess the characteristics required cc produce a mi-xcure conforming to the requirements of this specification. 2. Iaverced emulsified asphalt C3AE-2 shat conform cc the follcwing requirements : Flash Point (Cleveland open cup) ° F. - - - - - - - - - 175+ Viscosity, Saybolt Furol @ 140° F. (SEC) - - - - - - - 100 - 300 VaterContent Z by weight - - - - - - - - - - - - - - - 3 - 9 Asphalt Content 7 by Weight - - - - - - -- - - - - - - - � 65 min. Solvent Content 7. by weight - - - - - - - - - - - - - - 12 - 25 Test on Distillation Residue Penetration at 77° F.., 100 g. , 5 sec. , - - - - - - - - 120 - 300 Ductility at 77° F., 5 cm/min. , cm. - - - - - - - - 100 min. Soluble in Carbon Tetrachloride, - - - - - - - - - - 98 min. Miscibility with water - - - --- - - - - - - - - - None 3. iNSP£CTION. The Engineer or his authorized representative shall have access ac any Cime to all parrs of the plant in order to verify weights or proportions and character of materials used in the preparation of the mixture. The manufacturer shall afford such facilities as may be required for making inspection ac the plant and for collecting and forwarding samples of the bituminous mixture to the Depart- meat. 4. PLANT UM EQUIPMENT. Storage facilities and all equipment used in the prepara- tion of the mixture shall be approved by the Department. An approved drier shall be available for surface drying the aggregate when needed. The materials for individual batches shall be measured accurately either by volume or weight, by approved methods and equipment. A batch type mixer of approved design and capacity shall be used in mi.cing the ingredient materials. However, approval for the use of a continuous mixer may be given if -it can be shown that satisfactory results will be obtai.aed. 5. PREPARATION OF MIMMES. These mixtures shall be prepared in a hot-nix asphalt plant. The coarse and fine aggregates shall be accurately proportioned to produce mixtures aichia the specification limits. When HF° asphalt is used, the aggregate is cc be heated cc a temperature of 200° to 250° F. For safety, reasons, the aggre- gate shall not be heated cc higher than 175° F. when C3AE-2 is used. Scalping screens shall be installed to remove oversize materials. The hot aggregate and bittLainous material shall be measured accurately by weight or by volume and mi.'ced in the pug mill mixer until homogeneous and all particles of aggregate are coated unif'6=17. The mi.:ccu:e shall then be dumped and stockpiled. to produce C0:0?OSITIO;; OF `� LUTR. S . The ingredients shall be combined ri.ctu-es meeting =,he aparoval of t.^.e Depart-me^.c and conformir'.g to the Zollowing COIIDOS-icion -_M:ts by .:ei,7hc: Binder Mixture Surface M-xcure Gradation of Extracted aggregate: (:00%) Passing 3/4 inch sieve, 100 ?assing 1/2 inch sieve, 75 - 94 100 ?assing 3/8 inch sieve, 64 - 78 90 - 100 Passing No . 4 sieve, �. . . . . . . . . . . . . . . . 32 - 45 65 - 86 Passing No . 10 sieve, Z. . . . . . . . . . . . . . . 22 - 34 28 - 50 ?assing Yo . 40 sieve, %. . . . . . . . . . . . . . . 5 - 20 10 - 27 ?assing No 80 sieve, Z. . . . . . . . . . 0 - 6 0 - 6 ?assing Yo . 200 sieve, %. . . ... . 0 - 3.0 0 - 3 .0 Residual 5icumen (Includes Additive) . . 4.0 - 5.0 4.5 - 6.0 It is the responsibility or the producer to produce mixtures conforming to the require vents of these specifications and satisfactory to the Department. 7. LEGAL A_N'O RESPONSIBILITY TO PUBLIC. The Laws to be observed; permits and licenses; pacenced devices, materials and processes; and responsibility for damage claims , shall be in accordance with the requirements of Section 107 of - the above cited Standard Specifications. SAFETY NOT-__ : Inverted emulsified asphalt CBAE-2 is a combustible liquid and should be handled as a hazardous material. All local, city, county, sate and federal regulations in handling a hazardous liquid should be followed. Fora LX-1 Effective April 1, 1979 This specification supersedes Serial 'No. M 48-78 issued February 1, 1978. - 3 - l • SMIE 1►i I(.I. 11401S UEi'A10Mu11r or ritANSI'oitrAr uti SPRIliUll-11), ILLINOIS SPEC 11 1 CM 1014 - F OR COLD-Al'I'LIEll PAVEHLUT MARKiNc I)AINf 61111//1 Atli) YELLOW (Chlorhiai.ed Itut,l)et- Type) Serial Number: M 122-85 SCOPE This specification covers white and yellow pavement marking paint intended for applicatlott on portland cement arid blLurttinous surfaced roadways using conventional pavement marking equipment capable of atomizing and applying the materials at ambient tempera Lures. . The paint shall provide anchoragge and refraction for. glass heads applied to the wet Mitt lrrt irttrnedlately following the atomizing equipment: The specification governs the types and qualities of ingredient materials, their respective proporLions in Lite finished (taint, Lite general methods of manufacture, the required character- istics of the finished palnL, inspection procedures, and packayiny requirements . Any material delivered that fails to meet. this specification shall be disposed of by Lite vendor and Immediately replaced with acceptable material entirely. at his expense, including handling arid transportation charges: Ii . MANUFACTURE ANb QUALITY ittQU1REMENTS The finished paint shall be formulated and manufacturgO from first-grade materials. it shall be free from defects and Imperfec- Lions that might adversely affect Lite serviceabiIIL-y of the finished product. It shall be completely free from dirt arid other foreign material . Antisettling and antiskinning agents arid stabilizers shall be added, so that when stored in unopened shipping containers , the finished paint shall riot thicken appreciably, skin over, liver, settle out appreciably, or cake badly, it shall be capable of out- door storage in the shipping tontainer for a period of aE least 15 ntontits, and any settled portion shall be easilybroughl hack Into suspension by Land mixitty. When Elie settled portion i.s brought batik into suspension in the vehicle, the paint shall be homogeneous and shall not show a viscosity change of more that, 5 K.U. from Elie oriy- inal viscosity, Any paint that has settled within Elie period of 15 months after delivery to the degree that the settled portion cannot be easily brought Into suspension by Band mixing shall be disposed of by Elie vendor and immediately replaced with acceptable material entirely at Iris expense, Including handling arid transportation charges . The paint, when applied by spraying ittethods to a bituntirt- ous pavement, shall not be discolored due to the solvent action of Lice paint on the bituminous surface. Serial 11iiiiiher: M 1222=85 — I'acne_ 2 of 8 ^ I INHEDIEur 11A1E11IALS A. lltanlom trioxide. ibis material slialI cumpIy with the IatesL revision of the Speciflcation for. TiLanium dioxide Pigments , AS11.1 U 1116, llLanluin Dioxide PigrtretrL, lype It , Wile. 11. Medium Chrome Yellow. This material slia/il comply with the latest revision of the Specification for Chrome Yellow Pigments , AS11•I 0 211 , Medium Clirome Yellow, Type t I l . C. Calcium Carbonate. This material shall coml,ly with the ,requiremerrts of the Specification for Calcium Carbonate Pigments , ASTM 0 119§*, Type GC, Grade 1 , with- minimum of 95% Calcium Carbonate or Type PC, minimum 98X Calcium Carbonate, U.. Magnesium Silicate. This material shall comply with the latest r•evislon of lire �-. Specification for Magnesium Silicate Pigments , ASTM D 605 . E. Chlorinated Rubber. This material shall be a chlorinated natural rubber, prepared with suitable stabilizers , that when used, will produce a stable paiht formulation. The chlorinated rubber shall have the following l,ropertles! Color (Gardners 20% by weight in toluene) : . . . '4 maximum Viscosity �ZOYe�Fl�rubberosolrids ) . : . . � : . : . G5X5toeGJXpoises Chlorine ( y weight E. Resin The alkyd resin shall be a medium pehtaerythritol pirthalic drying oii type containing a minimum of 29% phLhalic anhydride and a minimum of 54% oil acids based on the alkyd solids . The oil fatty acids shall be of vegetable origin, either alkali ref ned soyabean oil or Abe fatty acids of soyabean oil having an Iodine number between 115 and 130.• ' No recovered (ril , marine or soyabean food fatty acid derivatives shall be used. The alkyd resin shall have a maximum color of 6 (Gardner) . The resin shall be reduced in Loluene to a non-volatile content of not less than 60%. No rosin will be permitted when Lested by ^ the Llebermann SLoroh Test, and there shall be no dilrydric alcohols present. Serial Number': M 122-05 Page 3 of 8 G. Chlorinated Paraffin. Tlrls material shall comply with the latest revislnn of M11 1 Lary Specifications and Standards MIL Std. C-429(: type 1 . 11. Toluene _ This material small comply with the latest revisloo of the Standard Specificatioo for 1ndUStr'tal Grade Toluene, ASiM U 362. I . Najlitli a Aliphatic (Lactol S bits . I The naphtha shall comply witll the latest revislon of either Type I or Type 11 of Federal Specification T-T-11-95, "Naphtha♦ Aliphatic" , J. Ur gario Morrtmorl lloni.te. This pigment shall' he firrdly dlvided organic derivatives of Hydrous magnesium aluminum silicate mineral.s . K. Driers. The lead and cobalt driers shall comply with the latest revision of the Specification for Liquid Paint briers, ASTM U 600j Class A, br or C. L. Antiskinning Agent. Tlrls material sliall be . aii Antiskinning agent sultnhle for use in paints . M. Methyl Alcohol . This material shall comply with Lite latest revisinrr of the Specification for Methyl Alcohol , ASTM U 1152. N. Stabilizers, one or more of the following stabilizers shall be used: ( 1 ) Propylene Oxide. This material shall be of commercial. grade, suitable for use in paints as a stabilizer, (2) Epdxy ites In. Ylris materfa1 shall he a condensat1011 pro�l�� :t of II i splierio 1-A and Vp 1 ci,10r•ohydr• in i contain no modifiers 0r dlluents , acrd havn Lite following properties: Epoxide equivalent welyht 111(1-�7.0 V I-,COs i ty a t 25 " C. . . . . . . : . . j . . . . . . lUtl- 15r) po l s�-, Hydrolyzable rIllrrr• ine U.2X max . weight, pounds per gallon . . . . . . . , . . • • 9.55-9.15 (3) Or other acid acceptor type stabilizer drat, when used will produce a stable pavement marking paint . (To be approved by the Engineer. ) U. Soya Lecithin. ibis matet-lal shall be of sultable quality for• rise In I.h-. manufacturing of paihL. iv. wnuwl U11E All inyr•edIent mater• IaIs shill he delivered In the fir IgIiial contaIners and shall be used without adulteration. Sbyabean lecithin' in ert amount of 1%, based on the weight of Lire pigment, shall be added during the mixing of the pigm,?tit and vehicle. One and one-fourth ( 1 1/4 ) pounds of antlskinning agent shall be included In eacli IU0 gallons of paint. The paint shall be prepared in such a manner, that there will be no appreciable loss of volatile solvents or development of skins . From 0.5 to 0.7%. 15Y weight of Organo Montmor i 1 lon i te, based art weight of pigment, shall lie added as a dispersing and suspending agent to prevent excessive settling. The Organo Montmorlllonite shall be dampened with 33% of methyl alcohol containing 5% 112U. The quantities of pigments and vehicles used In formulating the paint sltal l be based on tine composition limits given in the specif I- cation. The manufacturer shall furnish to the Uepartment tire batch formula which will be used in manufacturing the paint. V . formulas • The pigment vehicle proportions shall be as follows: White Yellow P i gnt�n k 50 t:0 5U Jo 52% • • " " " " ' " ' 4/t to 50X Vehicle . . 48 to 50% The formulas used lit the manufacture of the pavement marking paint shall be as follows! rigIrrent: (by weight) White Yellow Titanium Dioxide min. 17 rain. 15% Medium Chrome Yellow. • • m.tx . X13 miX . 49% (:alcium Carbonate rnex . 43 mix . 4UX Magnesium slIIcate . . . . . . . . . . . . . . r).5 t4 O.1X r►.i ( n U. 1X Or•gano 1•lontmori l inn 11.E . . . . . . . . . . i r Serial Number: M 122-05 Page 5 of 0 Vehicle: Ilie vehicle shall consist of mrdIum plrthaiIc drying o I I alkyd resin, chlor• Inated rubber, chIorinated paraff III i stabII17er , tolrjenp, soya iPCItlrIII arid aliphatic rrnphlhn. the solution of 10 nr .'.0 rerrti - polse type chlorinated rubber with 1 - 3% of suitable Stabilizer (I)y weight of chlorinated rubber) shall be made up using tolue[IQ . Me paint shall be thinned to required consistency using toluene or a suitable mixture of toluene arid allphatic naphtha (Lactoi ) . The vehicle, as separ.aLrd from the pigment, shall show :, non- vol,itile conte►rt of at least 13% . the volatile portion of the vrhIrlQ may be modified wlth a-'small nrnount of high boilfrig aromatlr: thimier (boi 1 ing range 176.7 - 204 .4 ° C . (35U - 400 " F. ) , Kaur 1 flutanol value 83 min. ) with permission of the Department. The total .Iso.lated vehicle solids shall consist of 69 . I.o 74% by weidlrt of alkyd sot ids , 4 to 0% lly weight of chlorinated parnff in solids, 19 to 24% by weiglrt ,of chlorinated rubber solids . VI . PAM PROPERTIES hhe paint shall have. the following properties: A.. Pigment Composition . niralysls of the extracted pigment shall conform I.ry the following requirements : White Yei IuYl Lead Cirronrakn . . . . . . . . . . . . . . . . --- min.-13:i) titanium Dioxide min. 15 ,5% -- Calcium Carbonate . . . . . . : . . . . . max. 43% max. 413% 8. Wert• Weight per gallon at 25 ° C. (77 " F.) shall not he less than 12.0 pounds (white) and 12.2 pounds (yellow) . C. Consistency. This paint shall have a consistency of 80 K.U. 4 6 K.U. the determination shall be made not sooner than 48 hours-after the paint has ,been manufactured arid placed in containers . 1 h consistency shall be determined by a Stormer ,ViscosimnLer with a paddle-type rotor at 25 0 C. (77 ° F. ) . U. Fhreness_of Uiso ersion. llrls paint shall have n finr.ness of dispersion nrlrrinnrm of two ae drLermined do a lIngnrirr g,,uge, Iravlrrg body dimn►r�liwrilhrrf il.lr 3/4" x 2 112" x 0" u� Inrl tirr Nur LI.I SLandard Scile U 1 size of 112" x 6 --- - --- -- _--Serial-Number: _ 14 122_85_-- ----Vage_ti of 8----... E . Color arid UlrecLIona I Ref Ieclance. The daylight directional reflectance of Lhe paint (wlLhouL �lass spheres ) shall .liuL 1,e less Lhan 83X (while) and 50% yellow) relative Lo magnesium oxide when tested in accordance with Federal TeSL McLlrud SI.andard No. 141a, Method 6121 . Ill additlun, the color of Ulu yellow paint shall visually match the Federal 111ghway Color Tolerance Chart, PR Color Nu. 1 , December 1972, F . Settl ing Test . The paint shall , when tested for settltrig by ASTM Method 0 1309 and evaluated by ASTM Method 0 869, have a rrrinlrnum acceptable rating of- six. G. Drying Thne. , The paint stall have a no-pickup maximum drying time of 20 minutes , when tested according to ASTM 0 711 , using a wet film thickness of 0.015"..and when applied and tested at 25 ° C. (71 ° F. ) . Flexibi1ILy and Adhes Ion. A paint f 1 lm of 0.015" wet f i lm .thickness slcal l be..appl fed to a tin panel 3" x 5" weighing 0.39 to 0.51 lbs ./sq. ft. pre- vlously cleaned with toluene and lightly buffed wiLh steel wool : After drying in a horizontal position at a room temperature of 23_.+ I . ° C. (73.4 a 2 ° F� j for eig(item hours, the panel strati be baked in an oven at 50 4. 2 ° C. ( 122 + 3.6 F. ) for two hours, removed and allowed-to cool to room temperature. It sisalI then be bent rapidly, with Elie painted surface uppermost, over a 1/2" mandrel and examined without magnification. The paint shall adhere firmly to the panel and any eVidercce• of cracking or flak- ing of the film shall be cause for rejectlon of tire paint. I . Water Resistance. The paint shall show no softening or blistering when tested in accordance with the procedure as outlined herein below: ( 1 ) Panels The parcels used In this test shall be glass plates 4" x 0". they must. be thoroughly cleaned with b suitable tolvenL and Lhoroughly dried before paint is applied: (2) Procedure The pa Int shall be applied to Lhe parcels Lo a wet f i Irrr Lli ickness of 0.015" . Allow the paint f I lm to dry in a horizontal position at a rooric temperature of 23 4 1 . 1 ° C . (-13 .4 ,, + 2 ° F. ) for 72 hours, protectTng Lice -- Serial Nu►ul,ev: . 11-122-85_ ------�'ac�e-� of 8._�-. _ '~ same agal its L LIM dccunurlaLIon of dusL ; then Immerse d pur•lion of the lid InL film on the glass panels In (11 s-. L 1 I 1 ed wa Ler• a L I-uum Lempera Lure for- 18 Iruur•s . A I I uw to alt•-dr•y for 2 huUr•s and then exdnllrre . VII . `„•AI.11'L I IIG All[) I NSPEC I OU I A. Did Sample. The bidder shall , at Lhe time his bid Is sul,mltLed, forward to Mr. J. G. Gehler;:'Engineer of Materials arid Physical Research, 126 East Ash Street, Springfield, Illinois 62704-4766 , for tesL purposes ; two one-quart qualification samples .of. material representative of drat- whlci, he -proposes to produce. Also the successful bidder shall furnish a list of the trade names an maniri acEiri e► s and/or suppliers of Lite ingredient materials Ire proposes.-.Lo Use arid a copy of his baLching formula . D. Sampling and Testing. Unless otherwise provided, all materials shall be sampled and tested in accordance with the latest published standard methods of the American Society for Testing arid Materials , and revisions thereof, in effect on the date of Lire Inv itaLlon for bids , where such standard methods exist. Irr case there are no ASTM Standards which apply, applicable standard methods of the American Association of Slate Highway and Tr•ansporLation Offi- cials, or of Lire Federal Government, or of other recognized standardizing agencies shall be used. r. Inspection The right is reserved to Inspect Lire paint either at the place of manufacture or after its arrival at destination. If inspected at the place of manufacture, the manufacturer shall furnish such facilities as may lie required for collecLing and Forwarding samples of ingredient materials arid finished paint and For performing the inspection of Lire paint during the process of manufacture. Before manufacture of Lite paint Is star Led, the In- gredient materials shall be set aside at Lire manufacturer's Irlarrl arid shall be sampled by an authorized representative of Lire Department. All maLerlais represented by these samples shall be held until tests have been made and Lite tuateridls found to conq,ly with the requirements of Lite speclficatlorrs . Approximately 30 days are required Lo test Lite ingredient materials . The Depart- ment has the option to waive inspection of ingredient materials. During Lite manufacturing operations, the Department's representa- Live shall have free entry at all times to such parts of the plant as concern the manufacture of the paint. Al tests will ht ,.� made by and at Lite expense of Lire Depar•Lrrrent. Serial M122-05 _ Page 8_of_0 VIII . PACKAGING. Unless otherwise dIrecLed, the paint shall be packaged arid shIv- ped In new 55-gallon removable v,IrILe-head steel dr•umrs meetlny the blest regulations of the Inter•sLate Commerce ComRnisslon for shipping conLa lners for this type of mal.er• I a l . The opening in llre drum sha l l Ise circular, and the diameter of Lhe opening shall be substantially Lhe diameter of the inside of lie end of Lhe dr•umr. The drums small be pi ovided with gaskets of a type Lhat is completely airtight. The clo- sure shall be securely attached to lire drum by a bolt-acLlon-type r• iny iliac shall enclose the edge of Llre lid and the chime of fire drumr. Fifty-five gallons of panic shall , unless otherwise specified In Lire contract, be placed iri each drum, leaving approximately two lithos of air space. Tire paint shall be measured by volume+ Lhe unit of measure being a gallon of 231 cubic Inches at 25 ° C. (77 " F. ) . Each drum shaI1 be stenciled on Lhe removable head and on the side of the drum to show Ole k Ind of pa I n t contained there W, the manufacturer's hame, Lire purchase order number, the lot number, and Lhe month and year the Oaint Is packaged. . this specification supersedes "SpeclficaLlon for Cold-Applied Pavement Marking Paint, White and Yellow (Chlorinated Rubber Type), Serial Number: M 122-80." " Current edition effective Ar►gust 15 , 1985 . c c I 300 min E E tt2) ROAD CONSTRlA:T10H END n° $ i NExi X MILES CONSTRUCTION 1 I E E 0 1 G20-1(0)-6036 C20-2al01-6024 o+ � This signing Is reouired for onprojects over 300 flasher min 3200 m(2 miles) or more in length. Type A --++11 x• I m x flasher -� ....{ max Type A (12) ROAD CONSTRUCTION NEXT X MILES sign shonbe I t61 �I t6) Rtl-Z I t61 I Rll placed 150 m (500') In advance of project limits. ROAD xo'p Q0� �AO CLOSED Tel TRAFFIC IMV 1TO 1WlIC END CONSTRUCTION sign shonbe erected THN) at the Of the job LOV033 OnOther Job 13 .[thin I Edge of 3200 m 12 miles) . shoulder Pavement �• •Pavement.� WORK LIMIT SIGNING ROAD CLOSED TO ALL TRAFFIC ROAD CLOSED TO ALL TiRU TRAFFIC Reflectorized striping may be omitted on the Reflec Torized striping sholloopeor on both bock side of the barricades.The barricades shall sides of the barricades.The barricades shall be to the edge of the shaJders except .hen be to the edge of the pavement except Other.ise directed by the Engineer or slbwn on .hen Other-130 directed by the Engineer or the detailed construction plona. shown on the detailed construction dons. Type A monodirectiona( flashing light TYPICAL APPLICATIONS OF m t12(6'))min — ') max., TYPE III BARRICADES CLOSING A ROAD c 6 min. E (24) 12U e - .0 m max. a 100x100 (4x4) q0') • nom.wood Dos c Edge of m min. o E pavement Tripod c E E or fore of cur E 1 t8'1 a b 1.5 m min. I a 1.2 mm1 t ') 0 C o E = I.5 m (5')mI'll Elevation of edge Paved shoulder embedment Elevation of edge 4;$N,� _E N of pavement of pavement TYPICAL SIGN INSTALLATIONS e 2 c E GENERAL NOTES °• eti fV - e When curb or paved shoulder are present this dimension shoe be 600 mm (24'1 to the face of curb or 1.8 m (6')to the outside TYPE A TYPE B TYPE C edge of the paved shoulder. ROOF MOUNTED ROOF OR TRAILER MOUNTED TRAILER MOUNTED Al nelgnis shown ShW be measured Above the pavement surface. Asdlmgnsions ore In millimeters (Inches) ARROW BOARDS unless other.lse shown. DATE REVISIONS i-i•ol Added the ward Ord limit, in TRAFFIC CONTROL .w.e.o tee a Work Limit Signing det• DEVICES Removed tubular marker. (Sheer I of 71 1-1-00 Rev.max.tripod sign �. rwe.te tee, - offset a ENO CONST. STANDARD 702001-02 - Sign number. 50.300 _ flashinp�p dir ecf land l 61 ( (6-123 1.8 m i / 2.4 m When Workers Present wax I !=250(10) R2-1107 (0)-362 light WORKERS light (Slagle on orange) PRESENT Typical 1.2 m SPEED 'N U1 sign e Speed Umit 45 LIMIT 8= E "' R2-I-3648 E f (Stock on white) w vl N '4 ll8)AW W21- Fine 4Mlmkxn m f1rt Fromes shall be no heavier than, (Block whi 100x100 4x4) mare.dim.)wood or (SbCk on .nl»t IN{1M 50x50x3 t2x2xl/63 steel tubing or Edge of 5Ox50x5(2x2x ) steetongles pavement Rigid 75(3) g � Pavement qq ove pipe CONSTRUCTION SPEED LIMIT SIGN ►1000 OR METAL SUPPORTS PVC PIPE SUPPORTS 6002 WING BARRICADES A (241 is m1m. - ---------- ------------ ne (3) -- --- -- -- -og 0 0 aapo a 'z Weep holed L m e m _ 325') I 325') I (25-1 Construction advance a° O 0 mi 60 mt 60 mi warning Ill" 1 2 00'3 1'3'2'"-00')1 120�0't 4A �n PLAN U e m ace base 1.5 m (25'3 i FLEXIBLE DELINEATORS (lyi) Face may be stepped — - -— Or smOOth I t Traffic n 1, All dlmenalons are In minlmeters (inr:heal Epoxy charnels I Weds otherwise anon. J ®�•�•°i•�•�•'r=��•=•••� I UO/=)It '+ T R A F F I C' C 0 N T R 0 L TYPICAL INSTALLATION 'r•"'° '� � SECTION A-A DEVICES TEMPORARY RUMBLE STRIPS (Sheet 2 of 3) STANDARD 702001-02 c 3.6 m 112')max, O 1.2 m It') Sm ON 8� 6 8 8.6 N Qn m4j, Eli �N 615�1t� � � � �—Centernne 1 \ , of support ( { �v 8° _„p length kngtn ,e zootlonaLmnStriDed bottom r0B 4 looxioo TYPE 1A BARRICADE TYPE 1 BARRICADE TYPE 11 BARRICADES. ('x" sox3oxs (2xzx ) Anwe or — 5OxSOx3 (2x2x/s) tubing c 50x100 (2x4) E (2 per swoon) 600 E (2U v _^ 450 min, j 1121 — (181 300 Tupinp .eWea 1 2 ITS tl2) Ito base ( ' (T' 150 1 150 1 16) � 16) ILI FsCSrolserias C - wl= 180 cT1 FsOeralserles B — 3 IVY) DSO Bose .L I N N Staslpatss (18) g= ".. c.. (when 1..5 m 1.8 m t5'1 513 (201/z) 1 TYPICAL WOOD SUPPORT TYPICAL STEEL SIPPORT IS TYPE III BARRICADES E 1010 -= O of.—/ I i' �SOx150 Orange flops DSO min3 holes 118x18) 118) g ;1 STAFF FRONT SIDE REVERSE SIDE ••100-150(4-6) FLAGGER TRAFFIC CONTROL SIGN (IF SPECIFIED) DRUMS AND SAND MODULE _ IMPACT ATTENUATORS 300 g. E (121 y_ �a Nom_ /�/t144 Andimenslons are In millimeters (Inches) urvess otherrlse shorn. X n o E. 14) g e f= ® ..,, N g TRAFFIC CONTROL wwe.is >taa a Orange Orange DEVICES HIGH LEVEL WARNING DEVICE (5^eel 3 of 31 VERTICAL PANELS REFLECTORIZED CONES CONES STANDARD 702001-02 Y T xeU W21-,col-,e rvo rLACIO or Wzo•nol ` e.o at , ue -,e R2o-Ta(01 ego-,(ol- 8 820-HO)m u 1 l ) l 1 l J 0 m Irti �1 Type I or Type F Barricades „One way / one lone operation+. 100• d --- -- -------------- I — — --TYDe 1 Or type barricades --- -- o° 30 m max. OS�E Type ■ barricades (100'1 E g RII-2 .ow ry noun sows or — ruo .°s "°•° nAOml - W20-3101-,9 "'�•e 821-,(01-,e oI20-,c01-,a For nzo-not-,a Or maintenance and utmty W2o-To(OI-,8 4M Tftx pro Oct* 1.,e per r�.e �s Or �e s Oerood closures Wzo-uol-,a ezo-not-,e For W21-,(01-,8 contract construction projects SIGN SPACING GENERAL NOTES Posted Spoodl Sign_Spacing SYMBOLS ss 164 m 1500'1 ilE Cones of a m (25.1 centers for TS m 50-,5 115 m 13501 12501. Additional cones may be placed ® Work area (45 60 m (200'1 of 15 m ISO centers. When drums or (D• Refer to SIG/ SPACING the Interval l d Interval devbarricades lcs uses es may O Cone, drum or barricade TABLE for distances. be doubled. loot required for moving operational - Whore. at anytime. cloy or night, any L1 Sign on Dortoble or Permanent Support vehlelt . encroach workers a their I activitief encroach On the Pavement requiring the closure of one traffic lone In an trbon area. - � Flogger with traffic control Sign - AS dimensions are In mIS(meters (Inches) Barricade or drum with flashing light un)eaa otherwise shown, Type III barricade with flashing lights DATE REVISIONS ®P.1•'•0-1-1•t I-1.99 Rev. Darr, or drum ., URBAN LANE CLOSURE TyOeh' f ° ' 2L, 2W UNDIVIDED .n�ewo T m 111 Darr, s . LZA °'4110° 1.1-98 Added 48" dimension to a Sign designations. STANDARD 701501-02 - ( I Kendall County Prevailing Wage for February 2003 Page 1 of 5 �• Kendall County Prevailing Wage for February 2003 Trade Name RG TYP C Base FRMAN *M-F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT-GEN ALL 28.000 28.750 1.5 1.5 2.0 3.580 2.970 0.000 0.170 ASBESTOS ABT-MEC BLD 23.300 24.800 1.5 1.5 2.0 3.640 5.520 0.000 0.000 BOILERMAKER BLD 34.350 37.430 2.0 2.0 2.0 3.950 5.150 0.000 0.150 BRICK MASON BLD 30.150 32.150 1.5 1.5 2.0 4.550 5.080 0.000 0.120 CARPENTER ALL 31.200 32.700 1.5 1.5 2.0 4.600 4.400 0.000 0.440 CEMENT MASON ALL 29.000 31.900 2.0 1.5 2.0 4.550 7.110 0.000 0.050 CERAMIC TILE FNSHER ALL 23850 0.000 2.0 1.5 2.0 4.250 3.700 0.000 0.210 COMMUNICATION TECH BLD 28.610 30.110 1.5 1.5 2.0 4.850 5.440 0.000 0.570 ELECTRIC PWR EQMT OP ALL 26.460 33.040 1.5 1.5 2.0 2.450 6.610 0.000 0.130 ELECTRIC PWR GRNDMAN ALL 20.750 33.040 1.5 1.5 2.0 2.450 5.190 0.000 0.100 ELECTRIC PWR LINEMAN ALL 31.290 33.040 1.5 1.5 2.0 2.450 7.820 0.000 0.160 ELECTRIC PWR TRK DRV ALL 21.390 33.040 1.5 1. 5 2.0 2.450 5.350 0.000 0.110 ELECTRICIAN BLD 34.670 38.140 1.5 1.5 2.0 4.850 7.970 0.000 0.690 ELEVATOR CONSTRUCTOR BLD 34.475 38.780 2.0 2.0 2.0 4.775 2.510 2.070 0.000 FENCE ERECTOR ALL 31.490 33.060 2.0 2. 0 2.0 4.690 11.28 0.000 0.250 GLAZIER BLD 27.800 28. 800 1.5 2.0 2.0 4.540 7.800 0.000 0.200 HT/FROST INSULATOR BLD 29.800 31.550 1.5 1.5 2.0 5.910 7.560 0.000 0.230 IRON WORKER ALL 31.490 33.060 2.0 2. 0 2.0 4.690 11.28 0.000 0.250 LABORER ALL 28.000 28.750 1.5 1.5 2.0 3.580 2.970 0.000 0.170 LATHER BLD 31.200 32.700 1.5 1.5 2.0 4.600 4.400 0.000 0.440 MACHINIST BLD 31.920 33.670 2.0 2. 0 2.0 3.200 3.100 2.200 0.000 MARBLE FINISHERS ALL 23.000 0.000 1.5 1.5 2.0 3.600 3. 800 0.000 0.240 MARBLE MASON BLD 26.780 28.280 1.5 1.5 2.0 4.300 6.600 0. 000 0.230 MILLWRIGHT ALL 31.200 32.700 1.5 1.5 2.0 4. 600 4.400 0.000 0.440 OPERATING ENGINEER BLD 1 33.850 37.850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER BLD 2 32.550 37.850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER BLD 3 30.000 37.850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER BLD 4 28.250 37.850 2.0 2.0 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 1 32.050 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 2 31.500 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 3 29.450 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 4 28.050 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 OPERATING ENGINEER HWY 5 26.850 36.050 1.5 1.5 2.0 5.400 4.250 1.700 0.500 ORNAMNTL IRON WORKER ALL 31.490 33.060 2.0 2.0 2.0 4.690 11.28 0.000 0.250 PAINTER ALL 29.660 30.660 1.5 1.5 2.0 4.150 3.700 0. 000 0.300 PAINTER SIGNS BLD 25.150 28.240 1.5 1.5 1.5 2.600 2.010 0.000 0.000 PILEDRIVER ALL 31.200 32.700 1.5 1.5 2.0 4.600 4.400 0.000 0.440 PIPEFITTER BLD 32.100 34.100 1.5 1.5 2.0 4.300 5.950 0.000 0.800 PLASTERER BLD 29.090 30.090 1.5 1.5 2.0 4.000 5.100 0.000 0.400 PLUMBER BLD 32.100 34.100 1.5 1.5 2.0 4.300 5.950 0. 000 0. 800 ROOFER BLD 30.850 32.850 1.5 1.5 2.0 3.950 2.380 0.000 0.320 SHEETMETAL WORKER BLD 31.740 33.490 1.5 1.5 2.0 4.450 5.760 0.000 0.440 SIGN HANGER BLD 26.070 27.570 1.5 1.5 2.0 3.800 3.550 0. 000 0.000 SPRINKLER FITTER BLD 32.550 34.050 1.5 1.5 2.0 4.600 5.000 0.000 0.400 STEEL ERECTOR ALL 31.490 33.060 2.0 2.0 2.0 4.690 11.28 0. 000 0.250 STONE MASON BLD 30.150 32.150 1.5 1.5 2.0 4.550 5.080 0.000 0.120 TELECOM WORKER ALL 22.900 24.400 1.5 1.5 2.0 3.000 2.650 1.430 0.000 TERRAZZO MASON BLD 27.500 29.000 2.0 1.5 2.0 4.500 6.350 0.000 0.160 TILE MASON BLD 29.130 31.130 2.0 1.5 2.0 4.250 4.450 0.000 0.400 TRUCK DRIVER ALL 1 27.550 28.100 1.5 1.5 2.0 4.325 3.075 0. 000 0. 000 TRUCK DRIVER ALL 2 27.70028.100 1.5 1.5 2.0 4.325 3.075 0.000 0.000 TRUCK DRIVER ALL 3 27. 900 28.100 1.5 1.5 2.0 4.325 3.075 0.000 0.000 TRUCK DRIVER ALL 4 28.100 28.100 1.5 1.5 2.0 4.325 3.075 0.000 0.000 TUCKPOINTER BLD 29.650 30.650 1.5 1.5 2.0 3.660 4.500 0.000 0.260 http://www.state.il.us/agency/idol/CM/EVENMO/KENDALL9.htm 3/6/2003 r ,Kendall County Prevailing Wage for February 2003 Page 2 of 5 Legend: M-F>8 (Overtime is required for any hour greater than 8 worked each day, Monday through Friday. OSA (Overtime is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health 6 Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) Explanations KENDALL COUNTY The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial/Decoration Day, Fourth of July, Labor Day, Veterans Day, Thanksgiving Day, Christmas Day. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration such as the day after Thanksgiving for Veterans Day. If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. COMMUNICATIONS TECHNICIAN Construction, installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) , telephone, security, and data inside wire, interconnect, terminal equipment, central offices, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN (wide area network) , LAN (local area networks) , and ISDN (integrated system digital network) , pulling of wire in raceways, but not the installation of raceways. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. http://www.state.il.us/agency/idol/CM/EVENMO/KENDALL9.htm 3/6/2003 Kendall County Prevailing Wage for February 2003 Page 3 of 5 Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; /—S Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation;. Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. OPERATING ENGINEERS - BUILDING Class 1. Mechanic; Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson attachment; Batch Plant; Benoto; Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Paver; Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted) ; Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, one, two and three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment) ; Locomotives, All; Motor Patrol; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes; Squeeze Cretes-screw Type Pumps; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-form Paver; Straddle Buggies; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Bobcat (over 3/4 cu. yd. ) ; Boilers; Brick Forklift; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Forklift Trucks; Greaser Engineer; Highlift Shovels or Front Endloaders under 2-1/4 yd. ; Hoists, Automatic; Hoists, inside Freight Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (self-propelled) ; Rock Drill (truck mounted) ; Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination - Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators - (Rheostat Manual Controlled) ; Hydraulic Power Units (Pile Driving, Extracting, and Drilling) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Pumps, Well Points; Welding Machines (2 through 5) ; Winches, 4 small Electric Drill Winches; Bobcat (up to and including 3/4 cu. yd. ) • http://www.state.il-us/agency/idol/CN1/EVENMO/KENDALL9.htm 3/6/2003 -Kendall County Prevailing Wage for February 2003 Page 4 of 5 Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. OPERATING ENGINEERS - HEAVY AND HIGHWAY CONSTRUCTION Class 1. Craft Foreman; Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines; ABG Paver; Backhoes with Caisson attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments) ; Concrete Breaker (Truck Mounted) : Concrete Conveyor; Concrete Paver over 27E cu. ft.v,Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Hammerhead, Linden, Peco & Machines of a like nature; Crete Crane; Crusher, Stone, etc. ; Derricks, All; Derrick Boats; Derricks, Traveling; Dowell machine with Air Compressor; Dredges; Field Mechanic-Welder; Formless Curb and Gutter Machine; Gradall and Machines of a like nature; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Mounted; Hoists, One, Two and Three Drum; Hydraulic Backhoes; Backhoes with shear attachments; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Roto Mill Grinder; Slip-Form Paver; Soil Test Drill Rig (Truck Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ; Tractor Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with Boom; Tractaire with Attachments; Trenching Machine; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole; Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines; Wheel Excavator; Widener (APSCO) . Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (less than 1 cu. yd. Backhoe Bucket or over or with attachments) ; Compressor and Throttle Valve; Compressor, Common Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft. ; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine - Concrete; Greaser Engineer; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; All Locomotives, Dinky; Pump Cretes; Squeeze Cretes-Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotory Snow Plows; Rototiller, Seaman, etc. , self-propelled; Scoops - Tractor Drawn; Self-Propelled Compactor; Spreader - Chip - Stone, etc. ; Scraper; Scraper - Prime Mover in Tandem (Regardless of Size) ; Tank Car Heater; Tractors, Push, Pulling Sheeps Foot, Disc, Compactor, etc.; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc. ; Fireman on Boilers; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper - Form-Motor- Driven. http://www.state.il.us/agency/idol/CMJEVENMO/KENDALL9.htm 3/6/2003 `Kendall County Prevailing Wage for February 2003 Page 5 of 5 ` Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling) ; Hydro-Blaster; Light Plants, All (1 through 5) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Pumps, Well Points; Tractaire; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 5. Bobcats (all) ; Brick Forklifts Oilers. Other Classifications of Work: i For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If there is no sugh definition on file, the Bureau of Labor Statistics SIC list will be used. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. Further, if no such neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 618/993-7271 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. http://www.state.il.us/agency/idol/CNI/EVENMO/KENDALL9.htm 3/6/2003